310395_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these penults, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and snake any necessary corrections below.
Application mist be signed and dated by the Pernrittee.
1. Farm Number: 31-0395
Certificate Of Coverage Number: AW5310395
2. Facility Name: HMKFarm
3. Landowner's Name (same as on the Waste Management Plan): )ocdan Heath
4. Landowner's Mailing Address: 122 Paul Ed Dail Rd
City: Kenansville State: iaC Zip: 28349
Telephone Number: 910-290-0858 Ext, E-mail:
5. Facility's Physical Address: 231 Dr Williams Rd
City: Kenansville State: 1�C Zip: 28349
6. County where Facility is located: Duplin
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 (01C): Christopher A. Heath Phone No.: 910-290-1369 OIC #: 17380
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 2,060
amine Catik 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 Caw 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 Wei Poplyrt
Gilts Other Non Laying Pullet
Other Layers

13, Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
. Estimated
Rate
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feel)
Y
Resign Freeboard
"Redline'
(inches)
LAGOON # 1
+Built
/ 7
C/A
14.50
LAGOON #2
/9, 1(
{ !
19.5o
Mail one (1) copy of the Certified Animal Waste Management flan (CAWMMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the Following components:
1. The most recent Waste Utilization Plan (WUP), signedly the owner and a certified technical specialis( 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 maplschematic
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.
S. Operation and Maintenance Plan
If your CAWMP includes any components nol shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the hest 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 tine of not inore than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense)
Printed Name of Signing Official (Landowner, or it' multiple Landowners all landowners should sign. if Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Signature:
l4 [cA\-1
Title:
Date: 3-2-1- 1cl
Name: Title:
Signature: Dale:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Pc rmitRenewal®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Cmernor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Drrrcfor
NORTIi CAROLINA
Environmental Quality
February 27, 2019
Jordan Heath
HMR Farm
122 Paul Ed Dail Rd
Kenansville, NC 28349
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 Slate Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at ht1i s:f/degrie,gov/aboutldivisianslwater-resourcesfwater-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Nan -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Pennit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one {11 cam' of the Certified Animal Waste Manaeement Man (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can he found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Dual in County Soil and Water Conservation District
AFOG Section Central Files - AWS310395
Murphy -Brown LLC
North1,4 Carol :Fin epartme:Igo; Environmental Quality 1 Oirisian of water Resources
M2 SalisSt. 1 16a l Servroe Crnrer 1 Rsie gh, North Csro1 r . 27698.1636
919.707.90D0

Version —November 26, 2018
Mortality Management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑❑
❑ ❑
El
❑ ❑
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,
❑ ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ ❑ Any method which, in the professional opiniontof 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.
3 - -
ignature of Farm Owner/Manager Date
Signature of Technical Specialist Date

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Murphy -Brown, LLC 7/3/2018
NUTRIENT UTILIZATION PLAN
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Grower(s): Jordan Heath
Farm Name: HMR Farm Facility 31-395
County: Duplin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
2060
Storage Structure: Anaerobic Lagoon
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 Ions 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.):
Ca acit Type Waste Produced per Animal Total
2060
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
3203 gal/yr
3861 gal/yr
10478 gal/yr
191 gaUyr
776 gal/yr
927 gal/yr
1015 gal/yr
2959 galtyr
gal/yr
gal/yr
gal/yr
gal/yr
gal/yr
1,909,620 gal/yr
gaUyr
gal/yr
Total 1,909,620 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Producectper Animal Total
2060
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
3.84 lbs/yr
6.95 lbs/yr
18.86 lbs/yr
0.34 lbs/yr
1.4 Ibs/yr
1.87 Ibstyr
1.83 lbs/yr
5.33 Ibs/yr
3,440
bs/yr
bs/yr
bs/yr
bs/yr
bs/yr
bs/yr
bs/yr
bs/yr
Total 3,440 lbs/yr
Applying t e 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:
Total N Required 1st Year:
Total N Required 2nd Year:
Average Annual Nitrogen Requirement of Crops:
Total Nitrogen Produced by Farm:
Nitrogen Balance for Crops:
14.8085
4731.32
0.00
4,731.32
3,440.20
(1,291.12)
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.
2 of 11

1st Crop 1st Crop Lbs N?Ac
Yield Ibs N/Unit Residual
3(a) of 11
Total 1bs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac
Utilized Code Apol
- � Y --- Yield Residual
L Se•t-A•ril
Total lbs N Total
Utilized Lbs N/Ac

1st Crop 1st Crop Lbs N/Ac
Yieldresidual
3(b) of 11
2nd Crop Time to 2nd Cro
Code A..l YIekl P Crop Lbs dual
--�_ !he N/Unit Residual

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 (Le. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay. and/or silage. Where grazing, plants should be
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
A
B
C
B/C
ID
E
F
G
H
J
K
L
M
N
0
P
S
CC
SWG
Barley
Grazed Hybrid Bermudagrass
Hybrid Bermudagrass Hay
Comb. Hybrid Bermudagrass
Corn - Grain
Corn - Silage
Cotton
Grazed Fescue
Fescue Hay
Oats
Rye
Grazed Overseed
Overseed Hay
Grain Sorghum
Wheat
Soybean
Pine Trees
Smolt Grain
Cover Crop
Swithgrass
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
not receiving full application rates due to equipment limitations. Actual total acres in the fields
fisted may, and most likely will be, more than the acres shown in the tables. perimeter areas
See attached map showing the fields to be used for the utilization of animal waste.
4of11
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Biomass Crop

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
2060 Feeder to Finish 0.34
Gilts 0.39
Boars 0.55
700.4
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 700.4 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 3502 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 11 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 28.016 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.
5 of 11

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 inlhr
Heath 1 "inches
AuB C 0.6 1
Heath 2
AuB C 0.6 1
Heath 3 AuB C 0.6
Heath 4 AuB C 1
0.6 1
Heath 5
AuB C 0.6 1
Heath 6 AuB C 0.6 1
Heath 7 AuB C 0.6 1
Heath 8 AuB C 0.6 1
Heath 9 AuB C 0.6
Heath 10 AuB C 1
0.6 1
Heath 11 AuB C
0.6 1
Heath 12
AuB C 0.6 1
Heath 13 AuB C 0.6 1
Heath 14 AuB C 0.6
Heath 15 AuB C 1
0.6 1
Heath 16
AuB C 0.6 1
6 of 11

Additional Comments:
No changes have been made to the irrigation design. Design shows 14.75
acres and broken down by hydrant the total acreage is 14.8. The difference
is in rounding. This nup has been updated to reflect current rates and R.Y.E.'s.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: HMR Farm Facility 31-395
Owner Jordan Heath
Manager:
Owner/Manager Agreement:
Uwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. 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.
Uwe 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.
Name of Facility Owner: Jordan Heath
Signature:
Name of Manager (if different from owner):
Signature:
ll
Date
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Toni W. King
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
8 of 11
v
Date
Date

NUTRIENT UTILIZATION PLAN
1
2
3
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.
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.
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).
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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

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.
10 of 11

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 passibility 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.
11of11

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CTWQis EA'CI{
buPL, o.
Confinment Building
EnD $E6/7
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
!' Pipe (Needs to be adequately
supported)
Bottom Elevation
37.
Settled Top Elevation
OUTLET PIPE ELEV, 4L7:3
1-9. 0
SS

OPERATION AND MAINTENANCE FLAN
SHEET 1 OF 2
This lagoon is designed for waste treatment (Fierm,;nent storage) and
180 days of temporary storage. The time required for the planned ' -9--annex_
fluid level (permanent and temporary storage) to be reached may vary
due t:oo site conditions, weather, flushin,g operations,
f fresh wate added`-p or:s, and the amount
o
- r to the system.
The designed temporary storage consists of 180 st
orage s._or-age for;
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the^_ year24 hour stor
m for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout year, year and from year to
the
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 i-s determined in each design to begin
pumping and this is usually the outlet invert t of pipe(s) from
buil.d.ing(s). If the outlet pipe s 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
top pumping to maintain lagoon treatment '-h
Pumping can be started or stopped at any time between these two
elevations for operating convenience
as site Lrr',dl =i one peP'!i '-ni.-. Such
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 toprevent to crops.
waste cr_nt damage- ,_
The following items are to be carried out;
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 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. Fr -.es should not
' � recycled - 1- 1n�L. 1 ._-. water
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,
Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 47.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45,2 . This temporary
storage, less 25 yr- 24 hr storm, contains 766.12 cubic feet or
573059 gallons.

SHEET OF
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inchper hour, Refer to waste utilizationplan her details
thefor further details.
5. Keep vegetation on
lagoon mowed annually.
to maintain a vigorous
the embankment and areas adjacent to the
Vegetation should be fertilized as needed
stand.
6. Repair any eroded areas or areas damaged by rodents d P rc.._n � an.
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
waste utilization fields adjacent to perennial streams.
not be applied in open ditches. Do not pump within 200
residence or within 100 feet of a well. Waste shall be
around
Waste will
feet of a
applied 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, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TR=-A.`:MENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon gembankmien'r
and buliding pad shall be
cleared of trees, logs stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and st'__kpiled for use on
the dike and pad areas, After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to planing] the first lift _'f fill material to -et _. good bond.
EXCAVATION AND EARTHFIL L PLACEMENT:
The completed excavation and e.arthfili shall conform to the lines,
grades, and elevations shown on the plans. Earthfi11 frater±al shall
be free of material such as sod, roots, frozen soil stones over
6 inches in diameter, and other n`j3r--ona_ie material. To the extant
they are suitable. excavated (materials can be used as fill. The till
shall be brought up in aoproximate1y hor' 'ori_ztai layers not to exceed 'a
inches in thickness when loose and priorto _ompac:tion. Each layer
will be compacted by complete coverace with the -.:Ai.._ing and spreading
equipment or standard tamping roller- or other equivalent method.
Compaction will be considered adequate when fill material is observed
. to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOF PLACEMENT TR L".;ERS iN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill ..eights :a'n._11 .."=1uce 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 tt.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS iNCL!UDED IN THE DESIGN WHEN LINERS ARE REQUIRED S'i THE SOILS REPORT.
When areas of (unsuitable material are encountered, they will be over --
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
_._ specified to grade with a `GCS approved materiel ( e - C: =C,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR .SPECIAAL
CONSIDERATIONS,

SHEET 2 OF
Soil liner- material shall come from an approved borrow area.. The
minimum water content of the liner im,a.ter_a.l shall be optiimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during p.acemer;t theThe moisture content of the liner
._ of h_ liner.
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in inch lifts and
compacted to at least 90 percent of the maximum ASTM D69%3 Dry Unit
Weight of the liner material When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
'lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction ', ocess For most clay 'soils, a tamping or sheepsfcot
process. - y ? 3
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
_
pipes. This can be done by usingusingspsometytypeof energy dl psi pa tC:" _.,_.k
s/
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construct:.on specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used .if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINSS
When tile drains are encountered, the tile will be removed to a minimum
of 10 test beyond the outside toe of slope of the dike. The tile
trench shall be back.filled and compacted with good material such as
SC, CL, or CH.

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OH-Ver-:.44
US De1_:.lrtm='nt. of Agriculture
Sr'i l Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
1F 1f-$
1 n
DUPLIN County, North Carolina
Designer : GLENN CLIrTON
Date : 04/12/94
Job Number 569
)_herker
Date
y..y o-µ.•** .-ya. -i• .y ; d;a,y:�** :y *•� i* �.* o :y,y a.* ** * .y•L
:?:.r .r :'r..;.:r :T .,.:i::--. �. ti :'#,-..�, n• :�..�..�� ;'{ :r :� ;� �� �- � � � :� �::� � '.''�C %� .�.` � .`�i :� :>; .� :, :�::i.:� ,�..�, � �� --r � � �.' %i� �� � •n .r � ,x � :;•.:p :�{' :� :fi :� :r :7C :;..-P :jC � .:i. ;"� .� :, .�,
LAGOON EXCAVl-1T ION2
TEMPLATE DATA
E_dinning Elevation = 7
Beginning Station = 2+78
^ 7n to 278+.5 C\3.7CL124/3
278+.5 to =+00 C\.3.7CL11O/
• +i)i) to 7+20 C\ .7CL94/3
7+20 to =+40 C\3.71-L30/3
+40 to 7+60 C\ _ . 7CL65/3
+40 to '+80 C \ •3 . 7CL r:0 / 7.
:+9:,) to 4+0c) C- . 70L : -
4+ 0 to 4+20 C\7.7CL26/3
4+20 to 4+^^ C\3.7CL26/=
SECTION NUMBER 1
Centerline Station 2+78
0.00000 ft/-ft
o.c)(:) )oi) f t./ft
0.00000 ft/ft
0.00000 f t / f t
0,00000 ft/ft
0.00000
0.00000 fti rt
0.t::x:00 ft/ft
0,00000 ftift
ORIGINAL DATA:
100.0 / 40.2 200.0 / 44.8 300.0 / 48.7 400. 0 / 50.6
SECTION NUMBER 2
Centerline Station 278+, 5
ORIGINAL DATA;
100.0 / 40.2 200.0 / 44.8 700.0 / 48.7 400.0 / 50.6
SECTION NUMBER 3
Centerline Station 3+00
ORIGINAL DATA:
1 i_)0 n / 39.1 200.0 /. 44.7 300.0 / 48.6 720.0 / 49.0 340.0 / 49.3
360.0 / 49.7 400.0 / 50.4
SECTION NUMBER 4
Center -line Station =+20

OH-'•ler-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
C}-IF F S NE _AT3-1
in
DUPLIN County, North Carolina
Designer : GLENN CLIFTON
Date . 04/12/94
Job Number 566
Checker
Date
C***:X**:r;******:*****:*******:;.********"t*****T;k**•********* :4;*** �.;**:4;*:i.:****** *4:*444
LAGOON EXCAVATION'
** EXC_AVATION ** ; ** FILL **
Sot Lett Right Off-CL ; CL Dist Area Volume Area Volume
Width SS SS (tt) I Ste (-ft) (SgFt) (Cu.Yds) (SgFt) (Cu.Yds)
70 3.7:1 3:1 94.0 ; 1+32 1010.3
. 8 294.9 0.0
70 3.7:1 3:1 94.0 ! 1+40 ; 980.0 ; 0.0
20977.4 0.0
62 3.7:1 3:1 102.0 ; 1+60 ; 8862.9 ; 0.0
20 1549.2 0.0
47 3.7:1 3:1 116.0 ; 1+80 680.9 0.0
20 2000.6 ' 0.0
37 .8:1 3:1 132.0 2+00 537.9 0.0
10 ; 2187.3 0.0
25 3.8:1 3.8:1 138.0 2+10 ; 470.6 ; 0.0
10 2361.6 ; 0.0
26 3.8:1 3.8:1 146.0 2+20 470.2 0.0
20 2701.8 ; 0.0
26 3.8:1 3.8:1 160.0 ; 2+40 ; 448.- 1 0.0
V0 3035.7 0.0
26 3.8:1 3.8:1 178.0 2+60 453.3 0.0
18 I =337.1 0.0
26 3.8:1 3.8:1 190.0 +7R 450.9 ; 0.0
0.0

LAGOON EXCAVATION1 (continued) 04/12/94 page
ORIGINAL DATA:
29.0 / 44.6 100.0 / 45.1 200.0 / 47.1 300.0 / 49.1
SECTION NUMBER
Centerline Station 2+00
ORIGINAL DATA:
34.0 / 44.2 100.0 / 44.6 200.0 / 46.8 300.0 / 49.0
SECTION NUMBER 6
Centerline Station 2+10
ORIGINAL DATA:
41.' / 43.4 100.0 / 44.0 200.0 / 46.5 300.0 / 48.9
SECTION NUMBER 7
Centerline Station 2+70
ORIGINAL DATA:
100.0 / 43.5 200.0 / 46..3 300.0 / 48.9
TCTION NUMBER 8
Centerline Station 2+40
ORIGINAL DATA:
100.0 / 42.4 200.0 / 45.8 300.0 / 48.8
SECTION NUMBER 9
Centerline Station 2+60
ORIGINAL DATA:
100.0 / 41.3 200.0 / 45.3 300,0 / 48.3
SECTION NUMBER 10
Centerline Station 2+78
ORIGINAL DATA:
100.0 / 40.7 200.0 / 44.8 300.0 / 48.7

IIH-Ver-i 44
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
C3 1-i ce: I g L--1 E pi m E-1
in
DUPLIN County, North Carolina
Designer : GLENN CLIFTON
Date 04/12/94
Job Number 568
*:K*.44**444.4 *****X**; *****z*****; **:: 4**.44*;****444**:44:Y4 4
LAGOON EXCAVATION)
TEMPLATE DATA:
Beginning Elevation = 37
Beginning Station = 1+7:2
1+32 to 132+.5
132+.5 to 1+40
1+40 to 1+60
1+60 to 1+80
1+80 to 2+00
+00 to 2+10
2+10 to 2+20
2+20 to 2+40
2+40 to 2+60
2+60 to 2+78
SECTION NUMBER 1
Centerline Station 1+32
C\.= .7CL70/3
C\3.7CL70/.3
C\3.7CL62/3
C\3.7CL47/3
C\3.8CL33/3
C\3.8CL25/3.8
C\3.8CL26/3.8
C\3.8CL_26/3.8
C\.3.8CL26/3.8
C\3,8CL26/3.8
Checker
Date
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/Irt
0,00000 ft/ft
0.00000 ft/ft
0,00000 ft/ft
0.00000 ft/ft
ORIGINAL DATA: -Oir,O / 47.2
16.0 / 45.8 100,0 / 46.4 �. ' �i / 47.8
SECTION NUMBER
Centerline Station 1+40
ORIGINAL DATA: 3C}i),ir / 49.2
14.0 / 45,A 100,0 / 46.1 200.0 / 47.7
SECTION NUMBER 3
Centerline Station 1+60
'ORIGINAL DATA: 300.0 / 49,1
20,0 / 45.2 100,0 / 45.7 200.0 / 47.4
SECTION NUMBER 4
Centerline Station
1+RO

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91000 64220
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,COMPUTATIONS
1 _ 3 4 5 6 7 8
74 \ 194 G;\ i4: A;/ ;\ 9=ƒ 34
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89:
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194; a; 4 7; 3}
311 =1
2,; w,\ ae / \q \ =q { 44 } 447: 115
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91261 155109
121137 155109
13857 31165
0 0
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47940 49934
92584 G<m
92584 132876
120132 138876
29820 33352
47320
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430932 478252
A COMPUTATIONS
1 : 3 4 5 6 = e
2 } m=} la,}-73p: .:} _} :a; m
10 130; } 273; tee} +
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23660 7540
23660 36946
48714 50596
92296 66164
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1 :
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ACOMPUTATIONS
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_=DIr.(G SPECIFTCATIONS
AREA TO BE ,: SEEDED:
_ ._ ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0,0 LBS, RYE GRAIN AT 30 LBS:/ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
1 :S,0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS, /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. !UNHULLED COMMON BERMUDA GRASS AT 10 LBS,/ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS, RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS,
APPLY THE FOLLOWING:
2000,0 LBS. OF 10-10-10 FERTILIZER (1000 L2 /ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200,0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED,
APPLY LIME AND FERTILIZER THEN DISI( TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR :SIMILAR QUI?'.'SENT. APPLY MULCH AND SECURE WITH A MIUICH
ANCHORING TOOL OR NETTING.
1 'ENEACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRA'_S. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LOBS,/ACRE nF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED,

5D. Volume of
year - 24 hour storm
Volume = .,5 inches / 12 .inches per foot
Volume = 30160.0 cubic feet
TOTAL
SUMMARY
REQUIRED TEMPORARY STORAGE
5A.
58.
5C.
5D.
48463 cubic
0 cubic
28149 cubic
30160 cubic
feet
t_et
feet
feet
TOTAL 106772 cubic feet
Temporary storage period --
Rainfall .in excess of evaporation=====_=====A.
25 year - 24 hour rainfall ----
Freeboard
Side slopes
Inside top length -
Inside top width
Top of dike elevation
Bottom of la000n elevation
Total required volume=
Actual design volume
Seasonalhigh watertable elevation
Stop pumping elev.---_ - -
Must be > or = to the SHWT elev.
Must be > or = to min. req. treatment
Required minimum treatment volume--------'
Volume at stop pumping elevation
Start pumping elev.-
Must he at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall= 81:22 cu.
elevation=----- 281364 cu.
Volume at start pumping
Required volume to be pumped= 76612 cu.
Actual volume planned to be pumped82386 cu,
Min. thickness of soil liner when required==.
(SHWT)===?
el.
7. DESIGNED BY: A. Gr.iL%-
DATE: 4• i ri-! 94-
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
1,3 feet
DA
180 days
7.0 inches
7.5 inches
1.0 fleet
3,3 1
400.0 feet
120.6 feet
49.0 feet
37.0 feet
.305222 ru . f t .
311982 cu, ft.
41.5 feet
45.2 feet
41.5 feet
43.0 fee+-
198450 c+u. ft.
198978 cu. ft.
47.3 feet
ft„
ft. *
ft. *

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
400.0 120.6 48256.0 square feet
Buildings (roof and lot water)
0,0 square feet
TOTAL DA 48256.0 square feet
Design temporary storage period to be 180 days,
5A. Volume of waste produced
Feces & urine production in gal./day per 135 ib. ALW 1.37
Describe this area.
Volume = 198450 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 362502 gals. or 48462.8 cubic Peet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount,
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 28149.3 cubic feet

Coerator;CHRIS HEATH County: DUPLIIN
Date: 04/12/94
Distance to nearest residence
(other than owner): 1300.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) 1417 lbs. = 0 lbs
0 sows (farrow to feeder) •. 522 lbs. = 0 lbs
1470 head (finishing only) 135 lbs. = 198450 lbs
0 sows Marrow to wean) 433 lbs. = 0 lbs
0 head (wean to feeder) 10 lbs. = 0 lbs
Describe other , 0
Total Average Live Weight = 198450 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 198450 lbs. ALW x Treatment 'Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume = 19E450 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0,0 cubic feet
.TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside tap width (feet)
SLUDGE ACCUMULATION NOT CO.•MPUTE
AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDF_2 LENGTH WIDTH DEPTH
193.5 114.1 11.0
AREA OF TOP
LENGTH * WIDTH =
393.5 114.1
AREA OF BOTTOM
LENGTH * WIDTH =
321.5 42.2
AREA OF MIDSECTION
LENGTH * WIDTH * 4
157._ 78.1
CU. FT.
400.0
120.6
49.0
37.0
1.0
3.3 : 1
44894 (AREA OF TOP)
13555 (AREA OF BOTTOM)
111723 (AREA OF MIDSECTION * 4)
= [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
44893.8 111722.8 13555.3
1.8
DEPTH/6
Total Designed 'Volume Available = 311982 CU. FT,

Double Volume of Fill . 2 m 3
U. S. DEPARTMENT OF AGRICULTURE
Soil Conservation Service
Name
EARTHWORK COMPUTATION SHEET
EARTH EMBANKMENT
NC-ENG-12
Rev. 6/82
Address
Embankment:
Top Width Side Slopes
STATION
FILL
HEIGHT
(Feet)
END AREA
(Sq.Ft.)
SUM OF
END AREAS
(Sq.Ft.)
DISTANCE
(Feet)
DOUBLE _
VOLUME
(Cu.Ft.)
c
—
�� o
; S ' 5
2-
634 D
2
-
��.� _q
'F2 ) .-)
.z
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cl-
--
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z
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'"
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Cu. Yds.
Cu. Yds.
4. Total cubic yards (line 2 + line 3) a Cu. Yds.
1.
2.
Volume of embankment fill (line 1 t 27)
3. Allowance for settlement (5 or 1O% of line 2)
Computed by
8
Dace

IMAMEo Chris Heath
Ken ansvi||e, N. C.
TYPE AND SIZE
OF OPERATION
Topping
620 hogs
CLASS 1
DESIGNED BY Jimy Vinson
DATE 12-22-87
APPROVED BY Jimmy Vinson
DATE 12-22-87
PERMAMENT STORAGE
620 Hogs x
135 |bs per hog 1 Cu Ft per |b. 83700 Cu Ft
TEMPORARY STORAGE
83700 |bs of animal x 1.35 cu. ft. of waste per day 20339 Cu Ft
per 1000 |bs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 24700 sq. ft. surface area per 12"per ft
14408 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 24700 sq. ft. of surface area per 12" per ft. 15438 Cu Ft
TOTAL STORAW NEEDED 133885 Cu Ft
4959 Cu Yds
TOTAL STORAGE AVAILABLE 137083 Cu Ft
5077 Cu Yds
AMOUNT OF FILL DIKE 66880 Cu Ft
PAD 15167 Cu Ft
CUT TO FILL RATIO
1.3: 1
* Dirt for fill will be close!
� TOTAL 82047 Cu Ft
SETTLEMENT 10% 8205 Cu Ft
---------
TOTAL AMOUNT OF FILL 90252 Cu Ft
3343 Cu Yds
TOTAL EXCAVATION 113400 Cu Ft
4200 Cu Yds

NAME: Chris Heath
| ^PROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (N) ^ 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365 DAYS
(N)
- 0^48 x 93700 x 365
--
1000
(N) ^ 14661"21 LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FnLinWIN8 AMOUNT CAN BE APPLIED ON THE LAND
3666.06 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND (
� 18.3003 ACRES WILL DE NEEDED TO TAKE CAPF OF THE FFFLUENT"
� IF APPLIED AT THE RATE OF 400 LBS PER ACRL ON PASTURELAND (CnASTA
9.16515 ACRES WILL DE NEEDED TO TAKF CARE OF THE EFFLUENT"
}'rwORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
)DETERMINE THE EXACT NUTRIEN| CONTENT, THE NCI)A LABORATORY
IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
` CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO uNOPLxND // bHuULD DE DISK AND A
� COVER CROP SEEDED OR A ROW CROP PLANTED |u rRbvLN[ EROSION
SOME OF THE EFFLUENT COULD DE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
30 AC OF LAND AVAILABLE FOR APPL)CATION OF EFFLUEN|
DEGTN PUMPINS iHE EFFLUENT WHEN
THE F�LlG LEVEL REACHES Outlet Pipe
DD NOT LOWER THE FLUID ANY
LOWER iHAM 4.0 it
/

NAME:
/ \
'
Chris Heath
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
VOLUME-----^--- ---------------------- -------------------____-____
6.0 27
DEPTH [ L X W i X W + 4 X L X W ]
VOLUME------'-- ------ ='----^----------~---------------
6 27
� 10.0 [ 250 X 85 + 200 X 35 + 4 X 225 X 601
VOLUME- --------- ---'----------------------'-------,--------------
6,0 27
VOLUME =
10,0 [ 82250]
6"o 27
137083.3 CU. FT.
VOLUME - ^--------
27.0
VOLUME -
5077.2 CU.YDS.
24700.0 sq.ft^
133884.9 cu. ft. needed
5IDE SLOPES 2^50
/

,"AME: Chris Heath
)
SEEDING SPECIFICATIONS
AREA TO BE SEEDED
APPLY THE FOLLOWING
2 AC.
2000 L8S" 9-8-9 FERTILIZER-
4 TONS DOLOMITIC LIMESTONE
200 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
`INDICATED
\ ( ) 100 LES. FESCUE GRASS
/
(X) 70 LnS. OATS
( ) 100 L8S" BAHIA GRASS
( ) 9 LES. WEEPING LOVE GRASS
( > 24 LBS" HULLED 8ERMUDA GRASS
(X} 40 L8S. UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1500 FT,
T.B.M. 50.3 ft. ELEVATION
DESCRIPTION Top of iron pipe prop, corner at sta. A 0+00

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17380
The State of North Carolina
Department of Environment, Health and Natural Resources
hereby certifies that
Christopher A. Heath
has met the requirements for certification established by the Department
pursuant to North Carolina General Statute 143-215.74E as an
Animal Waste Management System Operator
1
DIRECTOR
Division of Water Quality
September 20, 1996
CERTIFICATE NUMBER DATE ISSUED
11111111111111
VVVVVVVVVVVVVV

Swine Farm Waste Management Odor Control Checklist
Source Cause
Farmstead • Swine production
BMPs to Minimize Odor Site Specific Practices
O Vegetative or wooded buffers
O Recommended best management practices
Q' Good judgment and common sense
Animal body
surfaces
• Dirty manure -covered a Dry floors
animals
Floor surfaces
• Wet manure -covered floors 0" Slotted floors
7 Waterers located over slotted floors
O Feeders at high end of solid floors
Q Scrape manure buildup from floors
2 Underfloor ventilation for drying
Manure collection • Urine
pits
• Partial microbial
decomposition
Ca' Frequent manure removal by flush, pit recharge,
or scrape
W Underfloor ventilation
Ventilation exhaust • Volatile gases
fans • Dust
7 Fan maintenance
GY Efficient air movement
Indoor surfaces • Dust
C�^ Washdown between groups of animals
0- Feed additives
LJ Feeder covers
0' Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon O Flush tank covers
liquid while tanks are filling 0' Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
Settling basin
surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
O Extend drainpipe outlets underneath liquid level
O Remove settled solids regularly
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
O Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while
slurry, or sludge on drying
field surfaces
O Soil injection of slurry/sludges
O Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals
• Carcass decomposition
71 Proper disposition of carcasses
Dead animal
disposal pits
• Carcass decomposition
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
at Grade and landscape such that water drains away
from facilities

Swine Farm Waste Management Odor Control Checklist
Source
Flush alleys
Cause
BMPs to Minimize Odor
Site Specific Practices
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon O' Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations
• Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater 0
collection or conveyance
junction boxes
End of drainpipes • Agitation during wastewater O
at lagoon
conveyance
Box covers
Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
Q Proper lagoon liquid capacity
O Correct lagoon startup procedures
O Minimum surface area -to -volume ratio
® Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler • High pressure agitation
nozzles
• Wind drift
Et Irrigate on dry days with little or no wind
O Minimum recommended operating pressure
O Pump intake near lagoon liquid surface
O Pump from second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source
Cause BMPs to Minimize Odor
Site Specific Practices
Manure tracked onto • Poorly maintained access Er Farm access road maintenance
public roads from roads
farm access
Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management. Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters
• Accumulation of solids Er Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
O' Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids
O' Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation
growth
O' Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e g , 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
/ stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

d` 1
e1 `
• !,
bjVIS):(JN (JF Wi lER (Li(LITY (DWO)
th1FR(. ENCY MANAGEMENT NT SERVICES (EMS)
BOIL & WATER CONSERVATION DISTRICT (SW(:)))
NO-fURf al_ RESOURCES CONSERVATION SERVICE (NftCS )
CtJf'ERATIVE EXTENSION SERVICE (CES)
DUM-'L I N COUNTY
Y
EMERGENCY ACTION PLAN
910
910 -.. 9 e% 1 �l
Th s plan will be' implemented in the event that wastes from your
op • ration are leaking, overflowing, or running off the site. You slir)l.TJ.l_J NOTkvait I.lmtAil-/wastes reach surface waters or leave your- property to
consi'dr' -that you have a problem. You should make every effort: to
ensu^e 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 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 flows to the lagoon immediately.
d. Call a pumping contractor. !'
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field —action include:
a. Immediately stop waste application. t,
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused 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.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, house, solids separators —actions
include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house,
separators.
e. Repair all leaks prior to
flush systems,
' art ing pumps.
or solid

Leakage from base or sidpwal l of lagoon. Often this is ;eel;age
as opposed to flowing leaks -possible action:
a. pig a small sump or ditch to catch all seepage, put in a
ss'.tbmersible pump, and pu_trnp back into 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.
fssesgah`e extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
h. 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 r.?use the spi 11 to reach
surface waters?
q. Are potable water wells in danger (either on or off of
the property)?
h. F-low much reached surface w.-•t prs?
3. Contact appropriate agencies.
a. During normal business hours, call your. DWG! (Division of
Water Quality) regional office, at 910-395-3900, after
hours, emergency number:919-733-3942. Youi phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR
DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND
CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER
TAKEN, AND THE SERIOUSNESS ()F THE SITUATION.
b. If spill leaves property or enters surface waters, cell
local (EMS) Emergency Management Services at
910-296 160.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation
District (SWCD) office at 910--296-2120, Natural Resources
Conservation Service (NRCS) office at 910-296-,_1p1 and
Cooperative Extension Service (CES) office at
910-296-2143 for advice/technical assistance.
4.
E.
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.

1
Contact the contractor of your choice
problem to minimize off -site damage.
!:n begin rPr,iir of the
a. Contractors Name:
�E LL-� 8R6S _,.
b. Contractors Address: TcJR-Y< 4.-
-c. Contractors Phone:
2i0-S92-- 570S
6. Contact the technical specialist who certified the lagoon (N CS,
Consulting Engineer, etc.)
a. Name: GLeJf CL►Froa
b. 'Phone: `391.- 4Y (. CX-r. Z49
7. Implement procedures as advised by !)11;i 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,
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1 -9 1 0-592-5771

Division of Water Quality
(uWC)
DUPLIN COUNTY
PHONE NUMBER DIRECTORY
1
Regional Office - Wilmingt
[phone]
Emergency (After hours)
1-800-858-0368
Emergency Management Services
(EMS)
910-296-2160
Health Department: (910) 296-21.26
NRCS (SCS): [phone]
Extension: [phone]