310403_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 Pennits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permiltee.
I. Fann Number: 31-0403 Certificate Of Coverage Number: AWS310403
2. Facility Name: Jerry Kennedy Farm
3. Landowner's Name (same as on the Waste Management Plan): Jerry L Kennedy
4. Landowner's Mailing Address: 331 Kennedy Lir
City: Pink Hill g 30 J) State: NC Zip: 28572
Telephone Number: - 252-568-2678 L3At. ACC E-mail: [e-mail]
yahoo.com
5. Facility's Physical Address: 331 Kennedy Ln
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Devlin
7. Farm Manager's Name (if different from Landowner):
g, 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): Jerry L. Kennedy Phone No.: n.�52-568=1261S� OIC #: 17235
01
it Lessees Name (if there is not a Lessee, write "None"):
r r �� �- ��J
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 2,000
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Daily 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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
_ Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
lT / e7
CI ay
50i 1151
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical snecialist 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 snap/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and entail one signed copy of the
application and all the CAWMP items above to: 2019PerniitRenewal©ncdenr.gov

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 rehumed 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 imprisontnent of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: Ter I Y Ill eNt., ! Title: j %C�
Signature: Date: - �J 7 1
Name: Title:
Signature: Date:
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: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Seerwary
LINDA CULPEPPER
Pfrecfor
NORTH CAROLINA
Environmental Quality
February 27, 2019
Jerry L Kennedy
Jerry Kennedy Farm
331 Kennedy Ln
Pink Hill, NC 28572
Subject: Application for Renewal of Coverage for Expiring State General Pennit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.aov/about/divisions/water-resources/water-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 Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Rearrest 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 (1) copy of the Certified Animal Waste Manaeement Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on nage 2 of the renewal
application font.
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 pennit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
five 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
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310403
Murphy -Brown LLC
D w_,t3 North Carobni Department of Environmental Quality I DiHsron of Water Resources
^� 512 N. Satsbup St. 11636 Mail Serves Center I Raleigh, North Carolina 27699 1S3S
":"'"i'' " '�+ 919.707.9000

Murphy -Brown, LLC 7/20/2017
NUTRIENT UTILIZATION PLAN
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Grower(s):
Farm Name:
County:
Jerry Kennedy
Jerry Kennedy Farm Facility 31-403
Duplin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
2000
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
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
Tess 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, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
2000
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
3203 gal/yr
3861 gallyr
10478 gallyr
191 gaUyr
776 gaVyr
927 gaUyr
1015 gaUyr
2959 gaUyr
gal/yr
gal/yr
gal/yr
gal/yr
gal/yr
1,854,000 gal/yr
gal/yr
gal/yr
Total 1,854,000 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
2000
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
3.84 Ibs/yr
6.95 lbs/yr
18.86 lbs/yr
0.34 lbs/yr
1.4 lbs/yr
1.67 Ibs/yr
1.83 Ibs/yr
5.33 lbs/yr
lbs/yr
lbs/yr
Ibs/yr
lbs/yr
Ibs/yr
3,340 Ibs/yr
lbs/yr
Ibs/yr
Total 3,340 lbs/yr
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:
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:
20.28
3724.10
0.00
3,724.10
3,340.00
(384.10)
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

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N1Unit Residual IAc Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs N/Unit Residual lAc Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
Totals: 0
0 0
3(b) of 11

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
A
B
C
B/C
D
E
F
G
H
J
K
L
M
N
0
P
S
CC
SWG
Crop
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
Small Grain
Cover Crop
Swithgrass
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
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.
4 of 11

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
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
2000 Feeder to Finish
Gilts
Boars
0.8
0.96
3.9
0.07
0.27
0.34
0.39
0.55
680
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 680 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 3400 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 27.2 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 provicied as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
T70812 1A AuB B 0.6 1
T70812 2B LnA G 0.5 1
T70812 2B2 AuB G 0.6 1
T70812 2C LnA G 0.5 1
T6197 3D AuB B 0.6 1
T6197 3E AuB B 0.6 1
new 51 LnA B 0.5 1
new 5J LnA B 0.5 1
new 6K LnA B 0.5 1
6 of 11

Additional Comments:
This NUP has been revised to reflect the current production rates and RYE's
as recommended. This NUP also reflects updates that remove fields no
longer used and added Fields 5 & 6 as shown in the irrigation design
prepared by Kevin Weston.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Jerry Kennedy Farm Facility 31-403
Owner: Jerry Kennedy
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.
/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.
Name of Facility Owner:
Signature:
Jerry Kennedy
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Date
Toni W. King
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephor:
[phone]
Date
8 of 11

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
6
7
8
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.
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 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

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Jerry Kennedy - Jerry Kennedy farm; AWS310403
Address: 331 Kennedy Lane Pull Addition
Pink Hill, NC 28572
Telephone: [phone]
Table 1 - Field Specifications
Field
Number
Approximate
Maximum
Useable Size
of Field
(acres)
Soil Type Slope %
Maximum
Application
Rate
County: Duplin
Date: 7/20/2017
Maximum
Application
per Irrigation
Cycle
Fld 2
3.6
Leon
0-3
Bermudagrass / Overseed
0.5
1
Pulls 2B & 2C Existing/Owned
Pull 2B2 Existing/Owned
Pulls 3D & 3E Existing/Owned
Pulls 51 & 5J New/Owned
Fld 2
1.03
Autyville
0-3
Bermudagrass / Overseed
0.5
1
Fld 3
5.3
Autyville
0-3
Bermudagrass / Overseed
0.5
1
New Fld 5
2.84
Leon
0-3
Bermudagrass / Overseed
0.5
1
New Fld 6
2.74
Leon
0-3
Bermudagrass / Overseed
0.5
1
Pull 6K New/Agreement
Pull 1A Existing/Agreement
Fld 1
4,77
Autyville
0-3
Bermudagrass / Overseed
0.5
1
20.28

Jerry Ken7ed
A SZ` 0403
FkII Adeto
Total Fld 2B & 2C = 4.38 Ac.
Wetted = 3.60 Ac.
Sub 2B & 2C = 0.78 Ac.
Total Fld 6 = 4.93 Ac.
Wetted = 2.74 Ac,
Sub 6 = 2.19 ,Ac.
Fc FM
300
ID
Total Fld 1 = 6.57 Ac.
Wetted = 4.77 Ac.
Sub 1 = 1.80 Ac.
Total Fld 2B2 = 2.05 Ac.
Wetted = 1.03 Ac.
Sub 282 = 1.02 Ac.
Well w/100offset
Total Fld 5 = 5.19 Ac.
Wetted = 2.84 Ac.
Sub 5 = 2.35 Ac.
Total Fld 3 = 6.48 Ac.
Wetted = 5.30 Ac.
Sub 3 = 1.18 Ac,
GRAPHIC SCALE
150 300 600
( IN FEET )
1 inch = 300 ft.
Specifications: Pulls
Traveler w/Nelson 100
0.75" Taper Bore Nozzle
0 70 PSI; 140 GPM, 285 WD
200 Lone Spacings (TYP)
Existing Hydrants
0 New pull setup points
Pull Acres
1A 4.77
2B 0.94
2B2 1.03
2C 2.66
3D 3.21
3E 2.09
51 1.53
5J 1.31
6K 2.74
Total 20.28
Total New Fld 4 = 1.01 Ac.
(Drawn from aerial photo)

KENNEDY
AuB
11 6-4
r
ir.
•
4%44 flak
NbB
NCrCeriterfor Geographic Information`:& Analysiss

Grower:
Address:
County:
JERRY KENNEDY
SR 173t
PINK HILL, NC 28572
DUPLIN
ANAEROBIC
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess. of Evaporation
Additional Water Usage:
Additional Drainage Area:
Designed By: CHB
Checked By: JNT
Date: 07/11/97
Sheet 1 of 7
WASTE LAGOON DESIGN
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Is This Design for an Existing Farm?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Top of Storm / Spillway Buffer:
Side Slopes:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(Y/N)
(Y/N)
(Y/N)
(Y/N)
Not Applicable
Not Applicable
Press ALT—C to Download
contour areas see sheet 2 of 7...
LAGOON VOLUME REQUIREDVOL.
Storm Stor =
Temporary --
Permanent =
Total Volume =
44376 (Cu.Ft.)
155913 (Cu.Ft.)
282960 (Cu.Ft.)
483,249 (Cu.Ft.)
Y
N
Y
N
0
2096 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
96.00 Ft.
1.0 Ft.
3 :1 (H:V)
100.75 Ft.
90.25 Ft.
98.95 Ft.
96.25 Ft.
DESIGN VOLUMES % REQ'D.
53,334 (Cu.Ft.) 120.19%
163,926 (Cu.Ft.) 105.14%
287,191 (Cu.Ft.) 101.50%
504,451 (Cu.Ft.) 104.39%
Min. Required Liner Thickness 1.5 Ft.
Lagoon Surface Area: (Inside TOD) 71,002 S.F.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

Grower:
Address:
County:
JERRY KENNEDY
SR 173:
PINK HILL, NC 28572
DUPLIN
ACTUAL DESIGN
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area (SF)
90.25 39,444
91.00 41,453
92.00 44,193
93.00 47,000
94.00 49,874
95.00 52,813
96.00 55,819
97.00 58,891
98.00 62,029
99.00 65,234
100.00 68,505
100.75 71,002
VOLUME
Designed By: CHB
Checked By: JNT
Date: 07/11/97
Sheet2of7
CALCULATIONS
Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
30,336
42,823
45,597
48,437
51,344
54,316
57,355
60,460
63,632
66,870
52,315
These volumes were calculated usinci the vprtir'al ave
TOTAL REQD VOLUME: 483,249 CF
END PUMP ====>
START PUMP = = = >
MAX STORAGE = _ >
Murphy Family Farms Engineering
96.25 FT
98.95 FT
99.75 FT
rage end cued intuiaa.
CUMULATIVE VOL.
30,336
73,159
118,756
167,193
218,536
272,852
330,207
390,667
454,299
521,168
573,484
287,191 CF TR'MT
451,117 CF TEMP
504,451 CF STORM
P.O. Box 759, Rose Hill NC 28458
ZONE VOL 104.39%
287,191 101.50%
163,926 105.14%
53,334 120.19%
[phone]

Grower: JERRY KFNNEDY
Address: SR 1732
PINK HILL, NC 28572
County: DUPLIN
MINIMUM REQUIRED
Permanent Storage:
Requir
Sludge
Designed By: CHB
Checked By: JNT
Date: 07/11/97
Sheet 3 of 7
VOLUME CALCULATIONS
Animal Type
Capacity *
ALW * (cu.ft./Ib) = Total
Nursery
0
30
1.00
0
Finishing
2,096
135
1.00
282,960
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
T�a._I
r-_ _
0
• .-.-
400
1.00
0
eatmen tVolume (cu. ft.)= 282,960
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30
0.00
0
Finishing
2,096
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
udge Storage Volume (cu. ft.) _
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period * (gals/Hd./day) = Total
Nursery
0
180
0.30
0
Finishing
2,096
180
1.37
516,874
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total M
anure Production (gals.) _
Total Manure Production (cu.ft.)=
Excess Fresh Water:
516,874
69,101
Animal Type Capacity * Sto. Period * (gals/Hd./day) = Total
Nursery
0
180
0.20
0
Finishing
2,096
180
0.90
339,552
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.) =
Total Fresh Water Excess (cu.ft.)=
339,552
45,395
Murphy Family rarms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

Grower: JERRY KENNEDY
Address: SR 1732
PINK HILL, NC 28572
County: DUPLIN
Designed By:
Checked By:
Date:
Sheet 4 of 7
CHB
JNT
07/11/97
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (71002 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol. --(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
VoI. = (71002 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 44,376
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = (71002 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) =
Total Required Permanent Storage
(Treatment + Sludge) =
Murphy Fancily Farms Enaineerind
41,418
44,376 (CU.FT)
155,913 (CU.FT)
282,960 (CU.FT)
TOTAL REQUIREDVOLUME = 483249 (CU.FT.)
P.O. Box 759, Rose Hill NC 28458
[phone]

urower: JERRY KENNEDY
Address: SR 1732
PINK HILL, NC 28572
County: DUPLIN
Designed By: CHB
Checked By: JNT
Date: 07/11/97
Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
100.75 FT.
Not Applicable
99.75 FT.
Not Applicable
98.95 FT.
96.25 FT.
Not Applicable
96.00 FT.
90.25 FT.
Not Applicable
Not Applicable
3:1 H:V
71,002 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 504451 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
6.0 FT.
2.7 FT.
1.8 FT.
10.5 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

Grower: JERRY KENNEDY
Address: SR 1732
PINK HILL, NC 28572
County: DUPLIN
/ 1
/ 1
1
1
STRT PMP EL.= 98.95 1
END PMP EL. = 96.25
Murphy Family Farmc Fnninn_oring
1
Designed By: CHB
Checked By: JNT
Date: 07/11/97
Sheet 6of7
ZONE ELEV
TICKS
TOP OF DIKE ELEV = 100.75
TOP OF STORM ELEV = 99.75
TOP OF TEMP STORAGE ELEV = 98.95
TOP OF TREAT ELEV = 96.25 / SHVVf = 96.00
1 /
1 /
1 /
1 /
FINISHED BOTTOM ELEV = 90.25
P.O. Box /5.9, Hose Hill NC 28458 [phone]

u.lm/J7 't'!tU 00;17 PAX UHO f19 1146 t:t~Pi- �ONSTRTrcTIONJU1 Jl, r lu LL ivo.uur,u2
1 IOpa
', rowor:
Address:
jY1ENNEDY
SR 1 732
PINK HILL, NC 28572
DUPLIN
Designett-By: Hg --
Checked By: JNT
Date: 07/11/97
�-�-: Sheet 7 of 7
This livestock waste treatment lagoon Is designed In accordance with the Nosh Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359 - WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Erl1ir9oncy Spillway:
An Emergency Spillway Is not required.
DESIGNED:
DATE;
NOTE; See attachod Waste Utilization Plan
,6,A/24
$ 17147
COMMENTS: The lagoon has been deli named as an itre ufar shape.
Actuelf contour areas taken from the lagoon don are used to calculate
the surface area and storage volume characteristics of the la eon.
hi_ s roach insures that rainfall capture on the lagoon Is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape,
Murphy F mfiy FNrm� �rtgln0erin9 A.O. Box 759, Rosa Hill NC 284
58 [phone]

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) C.C1 OCI
EMERGENCY MANAGEMNET SERVICES (EMS) ( ) ZG C,,l L.0
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (G1 Z�� _ 2. I Z..0
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) LR tl -�i• � �- 2e
COOPERATIVE EXTERSION SERVICE (CES) (_olio) Zq'1,2 -2 ILI)
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 -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 flows 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 embankmentto 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 wallsand lagoon
bottom as soon as possible.
1'

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste - reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that -have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.• Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
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 off -
site damage.
a. Contractors Name:
b. Contractors Address:
• c. Contractors Phone: C to) - Z11
-AY A C44k5
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
c . k l es-\
(Poo-) z.k9, k
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.

Primary Secondary
El El
El El
a
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.
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
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.
Signature of FF
3/P/A 9
Date
3/1z4J13
Signature of Technal Specialist Date

caROWER: JERRY KF^ "NEDY
ADDRESS: SR 1732
PINK HILL, NC 28572
COUNTY: DUPLIN
DESIGNED BY: CI-IB
CHECKED BY: JNT
DATE: 07/11/97
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the 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 staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere 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. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging 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. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Enyineeriny P O Rix 759, Rose Hill NC 28458
(9 f0) 2f39 2l 4 4

GROWER: JERRY Kr 'NEDY
ADDRESS: SR 1732
PINK HILL, NC 28572
COUNTY: DUPLIN
DESIGNED BY: CHB
CHECKED BY: JN T
DATE: 07/11/97
SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 98.95 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 96.25. This temporary storage, less 25 year / 24 hour storm,
contains 163926 cubic feet or 1226168 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches 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 or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights--of—way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
M,rrnhy rr,m;I Fn,-,>,. En P D 2 759 F� H:,, NC
y gineerrng ox , ase 1 28458 [phone]

GROWER: JERRY KENNEDY DESIGNED BY: CHB
ADDRESS: SR 1732 CHECKED BY: JNT
PINK HILL, NC 28572 DATE: 07/11/97
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. 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 CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER:
ADDRESS:
COUNTY:
JERRY KFNNEDY
SR 1732
PINK HILL, NC 28572
DUPLIN
DESIGNED BY: CHB
CHECKED BY: JNT
DATE: 07/11/97
SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) 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 permeability 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 in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: JERRY K'-NNEDY DESIGNED BY: CHB
ADDRESS: SR 1732 CHECKED BY: JNT
PINK HILL, NC 28572 DATE: 07/11/97
COUNTY: DUPLIN SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: JERRY I INNEDY DESIGNED BY: CHB
ADDRESS: SR 1732 CHECKED BY: JNT
PINK I -TILL, NC 28572 DATE: 07/11/97
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 3.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
210 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
105 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
210 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
28 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
35 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
140 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
3500 LBS. OF 10.10-10 FERTILIZER (1000 LBS./ACRE)
7 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
350 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING..
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(1YFlush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
iaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
Growth
O4 ieintain 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 ( ) Design, operate ana maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
() Reduca moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
nimal Holding Areas Accumulations of animal wastes
and feed wastage
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows end filter strips around animal
holding areas to minimize accumulations of wastes
(i.o. inspect for and remove or brook up accumulated
solids as needed).
.1IC—November 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (o.g. 7-10 day
Systems interval during summer, 1 S-30 days interval during
winter) where manure is loaded for land applcation
or disposal.
() Provide for adequate drainage around rnanurep��.
() Inspect for and remove or break up accumulated wastes
in.filter stripes around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner/integrator agrees to use sound judgment in.applying
insect control measures as practical.
I cer t, ry the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Sigrliure)
or more information contact -the Cooperative Extension Service, Department of Entomology, Box 7613,.North Carolina State University, Raleigh, NC
7695-7613.
MIC—November 11, 1996

Source
SWINE FARM WAS 1 E MANAGEMENT ODOR CONTROL CHECKLIST
Cause
Farmstead
Swine production
BMP's to Minimize Odor
(iy<regetaovo or wooded buffers;
(ecomrnended best management
practices;
(a--G-ood judgment and common sense
Site Specific Practices
Animal body surfaces
Dirty manure -covered animals
O Dry floors
Floor surfaces
Wat manure-covored floors
lotted floors;
(41 aterers located over slotted floors;
(t}'geeders at high end of solid floors;
• NY crac o manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
Parital micorbial decomposition
( requent manure removal by flush,pit
recharge,or scrape
() Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
(a-r-an maintenance;
( ficient air movement
Indoor surfaces
Dust
(w) T ashdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
liquid whiles tanks are filling
() Fiush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
conveyanance
() Underfloor flush with underfloor
ventilation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
() Extend rechard lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
and drawdown
() Sumo tanx covers
Outside drain collection
or junction boxes
Agitation during wastewater
conveyance .
() Box covers
End of drainpipes at Lagoon Agitation during wastewater
() Extend discharge point of pipes
underneath lagoon liquid level
.agoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(lYProper lagoon liquid capacity
( orrect lagoon startup procedures
() um surface area -to -volume ratio
U.-Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
rigauon sprinkler nozzles Hign pressure agitation
Wind draft
(f�rigate on cry days with little or no wind
(tJ•'P�� imum recommended operation pressure
(`f"}'ump intake near lagoon liquid surface
() Pump from second -stage lagoon
\1OC—November 11, 1996

Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or trever loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition ( ) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge
spreader outlets
Agitation when spreading
Volatile gas emissions
() Soil injection of slurry/sludges
() Wash residual manure from spreader after use
(1 Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volatile gas emissions while drying () Soil infection of slurry/sludges
() Soil incorporation within 48 hours
— 1) Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition () Proper disposition of carcasses
Dead animal disposal
pits
Incinerators
Carcass decomposition ( ) Complete covering of carcasses in burial pits
( ) Proper location/construction of disposal pits
Standing water around
facilities
Incomplete combustion () Secondary stack burners
Improper drainage
Microbial decomposition of
organic matter
() Grade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads (access road maintenance
roads from farm access
Additional Information:
Swine Manure Management 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Faciiity Manure Management: Pit Recharge —Lagoon Treatment; EBAE 1 28-88
Swine Production Facility Manure Management: Underfloor Ruse —Lagoon Treatment; EBAE 12S-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
'Controlling Odors from S wine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
options for Managing Odor; a report from the Swine Odor Task Force
luisance Concerns in Animal Manure Management: Odors and Ries; PR0107, 199S Conference Proceedings
Available From:
NCSU-+:aunty Extension Center
NCSU-SAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-S wine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Ronda Cooperative Extension
'he issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
dor control measures as practical,
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
ndowner Signature)
IOC —November 11, 1996