090061_Application_20240318

ROY COOPER ,� .y``
Governor �. RECEIVED
EUZABETH S.BISER
Secretary h' MAR 18 2024
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
NC DEQIDWR
February 12,2024 Central Office
Kinlaw Nursery#1,#2,#3
3160 Horseshoe Rd
Bladenboro,NC 28320
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for permit coverage to the Division of Water Resources(DWR)by April 3,2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed.signed b\ the Permittee. and returned to the DWR by
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:[e-mail]
phone:[phone]
Please note that you must include one (1) coin of the Certified Animal Waste Management Plan (CAWMP) with the
completed and sinned 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;AS-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
NorthCaraliaaDeprtamentofEmaro=eatilQuality DtisionofWaterResources
F12 North Salishury Stceet 163d Mail Sen9ce CeuW Raleigh,North Carolina 27699-1636
- - - 919.7079129

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: AWS090061
2. Facility Name: Kinlaw Nursery#1.#2.#3
3. Permittee's Name(same as on the Waste Management Plan): Kenneth—Ki
4. Permittee's Mailing Address: 3160 Horseshoe Rd
City: Bladenboro State: NC Zip: 28320
Telephone Number: 910-872-1303 Ext. E-mail:
5. Facility's Physical Address: 7365 NC 242 S
City: Bladenboro State: NC Zip: 28320
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"): Murphy-Brown LLC
10. Operator Name(OIC): Travis Lee Sellers Phone No.: 910-648-4816 OIC#: 996437
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 7,800
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 6/7/1994 Full,clay 226,440.00 31,200.00 19.00
2 Lagoon 6/17/1994 Full,clay 221,640.00 31,900.00 19.00
3 Lagoon 5/12/1995 Full,clay 133,636.00 24,375.00 19.00
LAGOON 1 Lagoon
LAGOON 2 Lagoon
LAGOON 3 Lagoon
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
d5.Odor Control Checklist with chosen best management practices noted
✓6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): , \ Title:
� IL
Signature: t ) Date: } ..�` ` 4-
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

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1/29/2016
NUTRIENT UTILIZATION PLAN
Grower(s): Kenneth Kinlaw
Farm Name: Kinlaw Farms#1 (1,2 and 3)
County: Bladen
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish V
Wean to Feeder 7800
Wean to Finish
Feeder to Finish
Gilts
Boars
Storage Structure: Anaerobic Lagoj
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where 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 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 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 result in runoff to surface waters which is not allowed
under DWR 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 prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

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,if 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,ft',tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3203 gal/yr gallyr
Farrow to Feeder 3861 gal/yr galtyr
Farrow to Finish 10478 gal/yr gal/yr
7800 Wean to Feeder 191 gal/yr 1,489,800 gal/yr
Wean to Finish 776 gal/yr galtyr
Feeder to Finish 927 gal/yr gallyr
Gilts 1015 gal/yr gallyr
Boars 2959 gal/yr gallyr
Total 1,489,800 gallyr
AMOUNT OF PLANT AVAILABLE NI-T OFF GEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 3.84 Ibs/yr Ibs/yr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
Farrow to Finish 18.86 Ibs/yr Ibs/yr
7800 Wean to Feeder 0.34 Ibs/yr 2,652 Ibs/yr
Wean to Finish 1.4 Ibs/yr Ibs/yr
Feeder to Finish 1.67 Ibs/yr Ibs/yr
Gilts 1.83 Ibs/yr Ibs/yr
Boars 5.33 Ibs/yr Ibs/yr
Total 2,652 Ibstyr
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: 29.46
Total N Required 1st Year: 3944.21
Total N Required 2nd Year: 6608.34
Average Annual Nitrogen Requirement of Crops: 5,276.27
Total Nitrogen Produced by Farts: 2,652.00
Nitrogen Balance for Crops: (2,624.27)
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
facility.
2of11

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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. small grain,etc, interseeded in bermuda),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 definitely interfere
with 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 cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
B/C Comb. Hybrid Bermudagrass Graze/Hay Combination
D Com-Grain--• Grain Crop
E Com-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed(Seeded in Bermudagrass)
L Overseed Hay Hay(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
SWG Swithgrass Biomass Crop
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 PAN/ r/animal Farm Total/vr
Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
7800 Wean to Feeder 0.07 546
Wean to Finish 0.27
Feeder to Finish 0.34
Gilts 0.39
Boars 0.55
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 546 pounds of plant available nitrogen per year and 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 2730 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 9 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 21.84 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
Actual 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:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil
structure,soil texture,water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
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 25 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.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
955 A BuA D 0.6 1
955 Al BuA D 0.6 1
956 B BuA D 0.6 1
956 C BuA D 0.6 1
956 D BuA D 0.6 1
956 E BuA D 0.6 1
956 F BuA D 0.6 1
955 G Fo D 0.5 1
955 H Fo D 0.5 1
6of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Kinlaw Farms#1 (1,2 and 3)
Owner: Kenneth Kinlaw
Manager:
Owner/Manager Agreement:
I/we 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. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land 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 NCDWR upon request. V b`vdak7
Name of Facility Owner: Kenneth Kinlaw 5 t c
Signature:
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Becky Spearman
Affiliation: NC Cooperative Extension Bladen County
Address: PO Box 249
Elizabethtown, NC 28337
Telephone: [phone]
Signature: Q 1/29/2016
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 regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 -Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer 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 shall 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.
10of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated,the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However, if animal waste is used on crops for direct human consumption, it should
only be applied pre-plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary
storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop
sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless
other restrictions require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the 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 for 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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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910 -81a2- 317geq+ 3
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 91V- 962-31 7� e�, 3
COOPERATIVE EXTENSION SERVICE (CES) lto-9
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application. .
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses,solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems,or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage,put in a submersible
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

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

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•� � � Version—November 26,2018
�
Mortality Management Methods
]� n1 Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ 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.
El 1:1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
nRendering at a rendering plant licensed under C.S. 1 n6-168.7.
u
Complete incineration according to 02 NCAC 52C.0102.
Q A composting system approved and permitted by•the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture& Consumer Services (G.S. 106-549.70).
a a Any method which, in the professional opiniongof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be-done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Aaea- '91alA- I 3 3
Sig tureof Technical Speci i t Date
Q C t )D(,U4leY - `

SITE I
Operator:KERNETH KILKLAW County: BLADE[ Date: 06/07/94
Distance to nearest residence (other than owner): 1200. 0 feet
0 saws (farrow to finish) x 1417 lbs. = 0 lbs
0 saws (farrow to feeder) x 522 lbs.. - 0 lbs
0 head (finishing only) x 135 lbs. - 0 The
46 sows (farrow to wean) x 433 lbs. = 0 The
2640 head (wean to feeder) x 30 lbs. - 79200 lbs
Describe other 0
- Total Average Live Weight = 79200 lbs
i MUM REQUIRED TREATYLENT VOLUME OF LAGOON
Volume = 79200 !be. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(GF)11b. ALW = 1 CF/�: . AL.W
Volume 79200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 39600. 0 cubic feet
4. i Li T AL DESIGNED VOLUME
Inside top length (feet.)--------------------- 260.0
inside top width (feet)------------------------- 120.0
Top of dike elevation (feet)----------------- 101.0
Bottom of lagoon elevation (feet)------------ 85. 0
Freeboard (feet)------------------------------ 1. 0
Side slopes (inside lagoon)----------------- -- 3.0 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/S1DE2 LENGTH WIDTH DEPTH
3. 0 ems. 0 3.0 3.0 254.0 114. 0 15.Z
AREA OF TUB'
LENGTH * WIDTH =
254.0 114.0 26356 1 A TOP)
AREA OF BOTTOM
LENS T H * W1D T h =
164.0 24.0 3936 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH - WIDTH * 4
209. 0 69.0 57684 (AREA OF 111 LISECTION <. 4)
CU. F T. {AREA TOP 44*AREA :IDSEC T A: >=) - AREA BOTTOM] I3EP T R 6
28956.0 57654. 0 ° 3936. 0 2. 5
Total Designed Volume Available = 226440 CL'. HT.

5. TEMPORARY STQRAug REQUIRED
PiAINAGR AREA:
Lagoon (top of dike)
Length - Width =
260. 0 120. 0 31200.a square feet
Buildings (roof and lot water)
0. square :feet Describe this; area.
TOTAL DA 31200.0 square feet
Design temporary storage period to be
1$0 days.
5A• Volume of waste produced
Feces $ urine production in gal. /day per 135 lb. ALW
1.37
Volume = 79200 lbs. ALW/135 !be. ALW - �^Volume = 1�4672 gals. or 1934I.2 cubic 1.3 gal/day 180 days
feet
5B. `"olume of wash water
This is the amount of fresh water uaed for washing floors or volume
Of fres27 grater used for a flush system. Flush systems that recircu'
the lagoon water are accounted for in 5A. late
Volume = 528. 0 gallons/day
180 days storagel7. 48 gallons
4alunle = 12705. 9 cubic feet per
. Volume of rainfall in excess: of evaporation
Use period of time when ra.infail exceeds evaporation b, largest amouzzt.
180 days excess rainfall
' �'• © inches
`dol unte in DA { <
2 niches per foot
uz v = 18200. 0 cubic feet

5D. Volume of 25 year - 24 hour store;
Volume = 7. 0 inches / 12 inches per toot r DA
Volume = 18200. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19341 cubic feet
58. 12706 cubic feet
5C. 18200 cubic reef.
5D. 18200 cubic feet
TOTAL 58447 cubic feet
G. SUMMARY
Temporary storage peritd=====____________ __> 180 days
Rainfall in excess of evaporation==========a:= 7.0 inches
25 year - 24 hour rainfall=====_---__-___-__• 7. 0 inches
1. 0 feet
Side slopes_________________________________- w. 0 . 1
Inside top length==_________________________,. 250.0 feet
Inside top width============================> 120. 0 feet
Top of dike Elevation==-=___________________> 101. 0 feet
Bottom of lagoon elevation======--=-=--=- -;> 85. 0 feet
Total required volume=______________________> 187247 cu. ft. +�
Actual design 226440 cu. ft. �
Seasonal high watertable elevation, 4SHWT 3===> 931.0 feet
Stop pumping elev. __________________________s 95.5 feet
Must be > or = to the SHWT elev. ==========> 93. 0 feet
Must be > or = to min. req. treatment el. => 91. 0 feet,.
Required minimum treatment volume====-======y 118800 cu. ft.
Volume at estop pumping elevation============> 119365 cu. ft.
Start pumping e3ev.====___-__= __________> 98.0 feet
Must- be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 208240 cu. ft.
Volume at start purrping elevation,=_ 172848 --u. ft.
Required volume to be pumped============= 50247 cu. ft.
Actual volume planned to be pumped-'==========> 53463 cu. ft.
Min. thlckneo . of soil liner- when required==> 2.3 feet
�l•
?, DESIGNED BY:� �" t APPR03VED BY:
DA} ;; 61-71f DATE:
NOTE: SEE ATTACHED WASTE U i ILIZATI0,2 PLATY
CCtMMENT-S¢

SHEET 1 OF 2
OPERATION AND ;-'eAZNTERANCE 'i''i..AN
This lagoon is designed for waste treatment f p��r„« .;• �_ storage) and
180 days of temporary storage. The time required for the planned
,-Yee (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 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and frcim year to year, but 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 in usually On— owt3et invert of pipe(s) from.
buildi,ng(s). If the outlet pipe is not installed no the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to atop 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 with=:.ut
runoff or leaching.
Land application of waste water is recognized as are acceptable
methcad 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 •_ • ap .
The following items are to be carried out:
1. :,. _ is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start.-up. Pre-charming reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered wit), effluent at all times. When precharging is oo mplete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing .after initial filling.
2. The attached waste utilization plan shall i, . :jawed. Too
plan -recommends sampling and testing oj 1taste (see at-tachmea )
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
:reaches the elevation 98.0 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 95. 6 . Ilia temporary
storage, less 25 yr 24 h.r storm, _"tain .• 50241 cultic feet or
375848 gallons.

SHEET 2 'DF, 2
4. The amount apply per irrigation is
app-s- ation rate is 0--d;
ion plan for furtli'ii-j J -jilq.
5. Keep vegetation on the embankment areas adjacent to the
lagoon mowed annually. Vegetation should be fez-1--ilized as needed
to maintain a vigorous staad.
Repair areas darsiaged by rodents and
establish in vegetation.
7. All surface runoff Is to he diverted from the lagoon to stable
outlets.
8. Keep a minimurt. of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste wi'�
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
nianner not to reach other propertY and public right-of-wayB.
9-. The 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 Enviran-
inental Management, has the responsibility for enforcing this law.

e
f
Operator:KENNETH KINLAW County-: BLADED Date: 06/17/94
Distance to nearest residence (other than owner) : 1200. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbw
0 head (finishing only) x 135 lbs. = 0 lbs
0 sops (farrow to wean) x 433 lbs. = 0 The
2640 head (wean to feeder) x 30 lbs. = 79200 lbs
Describe other 0
Total Average Live Weight = 79200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 79200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 79200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 39600.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 290.0
Inside top width (feet)---------------------= 116.0
Top of dike elevation (feet)----------------- 106. 0
Bottom of lagoon elevation (feet)------------ 90.0
Freeboard (feet)----------------------------- 1. 0
Side slopes (inside lagoon)------------------ 3. 0 : 1
Total design volume using prismoidal formula
SS/ENDi SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3. 0 284.0 104.0 15.0
AREA OF TOP
LENGTH * WIDTH =
284. 0 104.0 29536 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
194.0 14.0 2716 (AREA OF BOTTOM)
AREA OF MIDSECTIONi
LENGTH WIDTH * 4
239. 0 59. 0 56404 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM3 * DEPTH/6
29536.0 56404.0 2716.0 2. 5
Total Designed Volume Available = 221640 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike?
Length * Width =
290. 0 110.0 31g00.0 square feet
Buildings (roof and lot water)
0.10 square feet Describe this area.
TOTAL DA 31900.0 square feet
Design temporary storage ,period to be 180 days.
5A. Volume of waste produced
Feces 8 urine production in gal. /day per 135 lb. ALW 1.37
Volume = 79200 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume = 144672 gals. or 19341.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 528.0 gallons/day 180 days storage/7.48 gallons
Volume = 12705. 9 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 = 18608. 3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot DA
Volume = 18608.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19341 cubic feet
5B. 12706 cubic feet
SC. 18608 cubic feet
5D. 18608 cubic feet
TOTAL 69264 cubic feet
6. SUMMARY
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporation====_______> 7.0 inches
25 year - 24 hour rainfall__________________> 7. 0 inches
1. 0 feet
Ride sloges_________________________________> 3.0 : 1
Inside tog length___________________________> 290. 0 feet
Inside top width==__________________________> 110. 0 feet
Top of dike elevation_______________________> 106. 0 feet
Bottom of lagoon elevation__________________> 90.0 feet
Total required volume_______________________> 188064 cu. ft.
Actual design volume________________________> 221640 cu. ft.
Seasonal high xatertable elevation (SHWT)===> 100. 0 feet
Stop pumping elev. __________________________> 101. 7 feet
Must be > or = to the SHWT elev. ====______> 100.0 feet
Must be > or = to min. req. treatment el. _> 96. 0 feet
Required minimum treatment volume=====______> 118800 cu. ft.
Volume at stop pumping elevation=====_______> 136416 cu. ft.
Start pumping e1ev. ====----------------------> 104. 0 feet
--------------
Must be at bottom of freeboard & 25 yr. - rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 203032 cu. ft.
Volume at start pumping elevation=====______> 193256 cu. ft.
Required volume to be pumped=====___________> 50655 cu. ft.
Actual volume planned to be pumped=====_____> 56840 cu. ft. +�
Min. thickness of soil liner when required==> 2. 3 feet
� F
7. DESIGNED BY:,_� ` APPROVED BY:
DATEer
-!7 1 DATE:
NOTE: SEE, ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
lag days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to Bite 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 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will .be
fairly constant throughout the year and from year to year, but 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 pumping, 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 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:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 112 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 104.0 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 101.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 50655 cubic feet or
378902 gallons.

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 2ee feet of a
residence or within 100 feet of a well. baste shall be applies{ in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Healthy and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

R
J'
sik 3
eratoraKenneth Kinl.aw Countym Bladen Date b 05/12/95
stance to nearest residence (other than owner) A 1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs, - 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows ffa.rrow to wean) x 433 lbs. = 0 lbs
260.E head (wean to feeder) x 30 lbs. _ 78000 lbs
Describe other i a
Total Average Live Weight = 76000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 780013 lbsa ALW x Treatment Volume(CF)/lba ALW
Treatment Volume(CF)/1be ALW = 1 CF/lbn ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIG14ED VOLUME
Inside top length (feet)---------------------- 19,51.0
Inside top width (feet) ----------------------- 125.0
Tap of dii•te elevation (feet)----------------- 57.4
Bottom of l moon elevation (feet)-------------- 47.7
Freeboard (feet)-------------------------------- 1.0
Side slopes (inside lagcsan) ---------____________ 3.0 a 1
Total design volume using prismoldal formula
SS/ENDI 8S/END2 S5/SIDC1 SS/SIDE 2 LENGTH WIDTH ;DEPTH
,:FAO 3.0 3.0 3.0 169.0 119.0 8.7
AREA OF TOP
LENGTH * WIDTH =
i6q.i`J 119.0 22491 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
13G.8 66=8 9138 (ARE OF BOTTOM)
AREA OF MIDSECTION
LEmeTH # WIDTH * 4
162.9 92. 9 60534 (AREA OF MIDSECTION n 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMS DEPTH/6
224S11.0 60533.6 9138Q 2 1.5
Total Designed Volume Available =_ 133636 CU. FT.

Volume of 25 year -- 24 hour storm
Volume = 7.5 inches y 12 inches per foot Dot
Volume = 15234.4 cubic feet
TOTAL REGUIRED TEMPORARY STORAGE
5An 19048 cubic feet
SB. 0 cubic feet
5C. 14219 cubic feat
5Db 15234 cubic feet
TOTAL 48501 cubic feet
SUMMARY
Temporary storage period===_________________> 180 days
Rainfall in excess of 7.0 inches
25 year - 24 -hour r=;in;all=====-----======--} .7.r inches
1.0 feet
Side slopes====--___-_______________--____--__> 3a0 r 1
Inside top length______________=_______=___> '495.0 feet
Inside top Zvi.dth=====__==-==w=====----=___-=? 125.0 feet
Top of dike elevation=______________________> 57. 4 feet
Bottom of lagoon elevation=====_____________> 47.7 feet
Total required 125501 cu. ft.
Actual design volu€ne===_____________________} 133636 cu., ft. k
Seasonal high watertable elevation (SHWT)=__} @.@ Feet
Stop pumping el.eve=________________--_____ __} 53-6 feat
Must be > or = to the SHWT eleva===______> 0.0 -feet
Must be > or = to min. Ter;. -treatment el a=} 53.7 feet
Required minimum treatment volume=====______> 78000 cu. ft.
Volume at step pumping elevation=====_______> 81195 cue ft.
Start pumping elevo =_-.___-____ ______________> 55.5 feet
Must be at bottom of freebo-ard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr.. rainfall===> 118402 cu.. ft.
Volume at start pumping• elevation=====______> 116229 cue ft.
Required volume to be pumped===_ __________> 3,3267 cu. ft. �
Actual volume planned to he pum feed====-_ __> 350314 cu.. ft.
Mi-n. th�cAt-'less of soil liner when required===> 1a4 feet
DESIGNED BY: A1=PF40VED BY
DATE: DATE-.
f,1OTE: SEE ATTACHED WASTE'- UTILIZATION PLAN
COMMENTS

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and •th'e 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.
6. 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 Q0 feet of a well. Waste shall be applied in a
manner not to -reach other p-ropei-ty and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Divis''lon of Environ--
mental Management, has the responsibility for enforcing this law.

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 Cenftation Training for Operations of Animal Waste Management Systems Manual
I

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

• 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 l early fall to
provide maximum lagoon storage for the winter.
The lagoon liquid level should never be closer than 'I 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 98 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

e
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.