520014_Permit Renewal Application 2019_20190410

f•
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 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 Permfttee.
I. Farm Number: 52-0014 Certificate Of Coverage Number. AWS520014
2. Facility Name: B&S Turner Farms.Inc.
3. Landowner's Name(same as on the Waste Management Plan): B&S Turner Farms Inc f�!f C r4rNe f-
4. Landowner's Mailing Address: 1799 Hwy 258
City: Pink Hill State: NC Zip: 28572-9505
Telephone Number: 252- 6 -4296 Ext. E-mail:
5. Facility's Physical Address: 1801 Hwy 258
City: Pink Hill State: NC Zips 28572
6. County where Facility is located: Jones
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"): ,t' -�t
10. Operator Name(OIC): Billie Ras a Turner Phone No.: 252-M-5024 OIC#: 16838
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 5,280
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder --Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
MAR 2 6 2019

3
13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data,)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name
Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 101,930.00 19.50
2 65,776.00 27.00
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�cut Waste Utilization Plan(WUP),s' net_y d b, the own r and a terrified technical s ecialist: containing:
a The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may 'be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional. components with your submittal.
(e.g.composting,digesters,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]
MAR 2 6 2019

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000"per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
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: J9 11�',1,,�Z�e- 79&& V - C Title: 01:4r�
Signature: Lf�l ul �- Date: 3-
� 1 I ,� ��
Name: 1 a r {k,r��L� Title: /�e_z I e,�tl U I.C
Signature: ) r ate:
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]
EDINCDEQ1�VR
MAR 2 6 2Q19
FORM: RENEWAL-STATE GENERAL 02/2019

TURNS R3Z.SAv
w - ANIMAL WASTE UTILIZATION PLAN
Producer: BILLIE TURNER
Location: RT 1 BOX 215A1
PINK HILL NC 28572
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 5280.0.0 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors .are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop -can utilize.
2 . Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
.available water holding capacities.
3 . Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
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 3.0
days prior to planting a crop or forages breaking dormancy..
Injecting the waste or disking will conserve nutrients.8did.,
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different 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. Acreage .
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to -be applied.
Provisions shall be made for the area receiving waste to be .tlexible
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. )
5280 hogs x 1.9 tons waste/hogs/year = 10032 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5280 hogs x 2 .3 lbs PAN/hogs/year = 12144 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW N
PER AC AC USED
----- t or
APPLY IRESID. ' APPLI
METH N TIME
73 1 St BH 5 .5 275 6 . 96 1914
I � APR-SE
73 2 jLn FG 2 . 9 145 F0 .66 + 95.7
I ISEP-MA
73 3 ISt BG 4 . 7 235 19 . 0714481.4
I ,APR-SE.
73 4 ISt BG 14 . 7 1235 0 . 97 1227 . 95
I APR-SE'
73 1 -5 jLn I13G 3 .4 170 8 .06 1370.2
I APR-SE
73 6 jNo13 BG 5 .2 1260 1 15 .14 11336 .4
I I APR-SE.
73 7 jLn 1 FG 2 .9 1145 14 . 12 1597 .4
I SEP-MA
73 �1-7 SG 1 150 144 . 9812249
I CSEP-MA]
END
I I
TOTAL112272 .:
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals .
NOTE: 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.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached. )
(Required only if operator does not own adequate land.
See required specification 2 . )
TRACT IFIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW N
PER AC AC USED
----- or -------
APPLY RESID. APPLII
METH N TIME
1
f END
TOTAL10
Indicates that this field is being overseeded (i .e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i .e. small grain, etc, ' interseeded
in bermudagrass) , forage must be removed through grazing,
hay and/or silage . Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to. be removed
for hay or silage, care should be exercised not to let small
grain to 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
time small grain is planted in the fall .
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above
CROP CODE CROP UNITS PER UNIT
BG IMPROVED BERMUDA - GRAZED TO
NS 50 . 0 y
BH IMPROVED BERMUDA - HAY TONS 50
FG FESCUE - GRAZED TONS 50 . 0
SG SMALL GRAIN OVERSEEDED ACRE 50
TOTALS FROM TABLES 1 AND 2
ACRES S LBS AW N USED
TABLE 1 44 . 98 12272 .1
TABLE 2 0 0
TOTAL 44 . 98 12272 .1
*** BALANCE -128.1
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables 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.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 1953 .6 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 9768
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 32 .56 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 78 .144 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25°s depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs . This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity 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 Tables 1 and 2 . Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
l l l lApplication RatelApplic. Amount
Tract i Field l Soil Type I crop I (in/hr) I (inches)
73 11 ( St I BH I .50 I *1. 0
73 l 2 I Ln l FG 1 .65 l * . 95
73 l 3 I St BG .50 I *1. 0
73 1 4 l St BG f .50 l *1. 0
73 5 i Ln BG I .65 l * .95
73 1 6 l NoB l BG l .50 l *1. 0
73 1 7 ( Ln I FG I .65 l * . 95
73 1 -.1-7 l l SG
* 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
Page: 7

ANIMAL WASTE UTILIZATION PLAN
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2 . 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 rate prior to applying the waste.
NARRATIVE OF OPERATION
The landowner wants the option to hay the fields if he finds it necessary
and he will use the following rates.
SOIL TYPE CROP lbs N/AC APPLICATION WINDOW
St BH 275 APR -. SEPT
Ln BH 200 APR - SEPT
Ln FH 175 SEPT - MAY
NoB BH 305 APR - SEPT
APPLICATION WINDOW DOES NOT INCLUDE THE 30 DAYS PRIOR TO A GROWING CROP
THAT WASTE CAN BE APPLIED.
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2 . There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy 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
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 . Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4 . Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5 . Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6 . When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance. )
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate 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 or flies.
S . Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10 . Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995) ,
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips) .
12 . Animal waste shall not be applied closer than 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 a discharge or by over-spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist" . Animal waste shall not be applied on
grassed waterways that discharges directly 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.
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.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure 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 preplant 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
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23 . Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
'PAST$ UTILIZATION PLM A¢'
-18
Name of Farm:
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 utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on7gite- at the farm office
and at the office of the local Soil and Water" Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: BILLIE TURNER
(Please print) I c'
Signature: _ Date:
Name of Manager(If different from owner) :_
Signature: __ Date:
Name of Person Preparing Plan: (Please print)Jay Nathan Guf fey
Affiliation:Jones SWCD Phone No. 252-448-2731
Address (Agency) : P. O. Box 40
Trenton NC 28585-0040
Signature: _ Date:
Page: 12

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TOM CROCKETT IRRIGATION, INC. ® P.O.BOx 390 a WILLIAMSTON, NORTH CAROLINA 27892 0 919-792-3121
BILLY
2 RAY TURNER
RT
PINK HILL NC 28572
SPRINKLER F-100 GUN, .5 NOZZLE, 70 PSI, 225' DIAMETER, 60 GPM
SPACING 60% X 225 = 135; USE 140' SPACING
TDH 1125' 4" PVC PIPE @ 120 GPM, .3 PER 100' 3.38
700' 3" PVC PIPE @ 6- GPM, .28 PER 100' 1.96
4' ELEVATION INCLUDING RISER HEIGHT 1.73
3' SUCTION LIFT 1.3
4" GATE VALVE @ 120 GPM .43
2z" CHECK VALVE @ 120 GPM 1.3
SPRINKLER PSI 70.0
80.01 OR 185.03 fT HD
PUMP B12TPM 10 HP, 1 PH, 120 GPM, 82 PSI, 73% EFFICIENCY
;HORSEPOWER 185.03 X 120 22203.6 = 7.68 HP
3960 X .73 2890.8
APPLICATION 96.3 X 60 _5778 = .29 FULL CIRCLE
RATE 1 19600
.29 X 360 = .39 PART CIRCLE
270
PIPE AND
FITTINGS PVC IS SDR-26, PR-160 AND SCH 40. FITTINGS ARE SCH 40 & SCH 80
r.
VERN PARKER 2/10/98

IRRIGATION SYSTEM DESIGN PARAMETERS "
Landowner/Operator Name: BILLY RAY TURNER County: N elS
Address: RT 1 WX 70—Al
PINK HILL NC 28572 Date:
Telephone:
TABLE,I - Field Specifications '
_ Approximate Maximum
Maximum Maximum Application
Line Useable Size Application per Irrigation
rd of ReO Slope Rate+ Cyele4
Number2 (acres) I Soil Type I (•/.) crop(sl (inlhr) (inches) Comments
1 0.66 Ln I <1 IBERMUDA HAY .65 1"
2 1.68 Ln <1 BERMUDA HAY .65 1"
3 0.7 Ln <1 BERMUDA HAY .65 1"
4 1.56 St 0-2 BERMUDA HAY .50 1"
5 2.7 St 0-2 BERMUDA HAY .50 1"
6 2.7 St 0-2 BERMUDA HAY .50 1"
n
{
'Table to be completed in its entirety by Feld Office personnel and forwarded to the irrigation system designer.
2See attached map provided by the Feld Office for field location(s),
'Total field acreage minus required buffer areas.
`Refer to N.C.Irrigation Guide,Feld Office Technical Guide,Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Irrigation Parameters USDA-MRCS
October 1996 page-1 North Carolina

TABLE 3 - Solid Set Irrigation Gun Settings BILLY RAY TURNER
5
Make,Modei and Type of Equipment- F-100, .5 NOZZLE, 70 PSI, 225' DIAMETER, 60 GPM
OPFJ4ATtNG PARAMETERS
Field No' Wetted. Hydrant.Spacing(R) Application Nozzle Operating Operating
and Number of Oiametar Along Between Rate Oiameter Pressure- lime-
Line 140-1 Hydrants ' (feet) Pipeline Pipelines 1 (inJhr) (inches) Gun(psi
1 I 2 I 225' 1 •140 I I .39 I •5 I 70 I HRH th ( .66 ACRES
ES Comments
21 4 I I 1 „ : .29 .39 I , I „ I I 1.68
3 { 2 „ I I i „ I �, I „ I „ 78
„ „
41 4 I { I „ i 1 +� 1 „ 1 „ 1 1.56
61 6 I I { I { „ I „ „ 2.7
... - -I—.. _--- I I I... I 110.08 ACRES _. ..
I I 1 I I ! I I 1
I I I f I i I
I I I I I I
I i I I
I I I 1
I I I I I { h { I
I I i I i
I I I I I i I I 1
I I I I I I I 4
I
'See attached map provided by the Feid Office for fteid location(s).
'Show separate entries for each pipeline with hydrants in each field.
Irrigation Parameters USDA-MRCS
October 1995 page-S North Carolina

TABLE 4 -- Irrigation System Specifications
BILLY RAY TURNER
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 60
Operating Pressure at Pump(psi) 80
Design Precipitation Rate(inihr) .29
r
Hose Length(feet) XXXXXXXX
Type of Speed Compensation XXXXXXXX
Pump Type(PTO,Engine,Electric) ELECTRIC
Pump Power Requirement(hp) 7.68
TABLE 5 - Thrust Block Specifications'
Designer may rovide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq.ft.)
90•Bend 1.75
Dead End
Tee
90 BEND 3" 1.0
ISee USDA NRCS Field Office Technical Guide,Section IV,Practice Code 430-DD.
USE 1200 FOR SOIL—BEARING STRENGTH
Irrigation Parameters USDA•NRCS
October 199S paged North Carolina

IRRIGATION SYSTEM DESIGNER
Name: K
0 PRESTON L. PARKER, JR.
aila-
Company: TOM CROCKEIT IRRIG TION INC
Address: P 0 BOX 390/751 E MAIN STIWILLIAMSTON NC 27892
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
3. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-ARCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD. a
8. The information required by this form are the minimum requirements, It is the responsibility of the
designer to consider all relevant factors at a particular site and address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval
of the designer.
NOTE: A buffer strip 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEH1NR-DEVI Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface
Waters.
Irrigation Parameters USOA,NRCS
n,tnhnr

SOLID—SET SYSTEM
Narrative oflrrigatiorr System Operafiort
Describe the operation of the systera in the space provided below or on a.similar sheet most conviniem to the.designerlsupplie�r.
Include procedures such as start-up, shut-down, winterization and regularmaintenance ofall equipment
AT FIRST START' UP, CLOSE 4-" GATE VALVE AND OPEN ONLY ABOUT
Two TORUS. WB W.THE SPRINKLERS ER OFER TE FREE OY AIR,
SLOWLY OPEN GATE VALVE uNTIL PMAF PRESSURE IS 75.. TO
APPLY 1/2" OF WATER OPERATE FULL. CIRCLE SPRINKLERS ABOUT
2'z HOURS MAKE SURE M OPERATE HALF CIRCLE SPRINKLERS
- ONE—HALF THE- TIME OF TEE FUM CIRCLE SPRINKLERS. _...
MAKE SM M DRAIN'PUMP DURING FREMM WEAMM.
USDA-URCS
Irrigation ParaFneters North caroiina
October 1995 Pag°'s

(General installation Thrust Blocking 2. The final backfill may then be made In
the usual manner, but care should be
Recommendations: As with other push-fit rubber gasketed taken not to dump large rocks or heavy
Joints, the pipe will not take end thrust objects on the Initial backfill and pipeline.
FOR GASKET PIPE without restraints. Thrust blocks are 3. If the Joints and fittings must be left
usually required at' dead ends and exposed while under test, backfill to
wherever the line changes direction of within one foot of each side of the Joint
30 degrees or more. or fitting to prevent deflection of the
Instailation 1. Thrust blocks shall be placed so that pipe while under test pressures.
Excavation, Laying,Testing,and Back the bearing surface is In direct line with
filling instructions are usually provided the major force created by the pipe or
I the Engineer fn charge of the protect. fitting. Concrete having a compressive
by th Reference may also be made to Amert. strength of 2000 psi is the recommended Testing
can Society for Testing and Materials blocking material, and may be poured 1. ALLAIRiNTHEPIPELINESHALLBE
Standard,ASTM D-2774"R m ecomended between the simplest of forms and the BLED OFF CAREFULLY WHILE FILLING
Practice for Underground Installation of undisturbed earth bearing surfaces. THE LINE WITH WATER FOR TESTING.
2.Thrust blocking size may be calculated
17hermoplastic Pressure Piping:' Entrapped air in the line can cause ex-
as follows: cessive test pressures, and create un-
a)Multiply the pressure level desired
for testing by the value shown to the necessary problems. Air shall be bled
Excavation ,table for thrust on fittings: off the high spots the Tine. Air
removal may also be accomplished by
1. The trench bottom shall be stable, pushing a foam plug through the tine by
:ontinuous, relatively smooth,and free Incoming water pressure.
of rocks or other objects detrimental to Thrust In Pounds 2. Test pressures may be 11/2 times the
:he pipe. it shall provide continuous designed operating pressure of the
support for the pipe,and bell holes shall pipeline,but shall not exceed the maxi-
he provided for the bell and spigot Joints, Pipe go a5 22y. Dead End mum pressure rating of the pipe.
�.lalves, and other system components size Elbow Elbow Bend or Tee 3. After pressure test and acceptance
That might act as a fulcrum. When made e" 48.74 26.38 13.45 36.10 of testing,the uncovered joints and fit-
through a rock cut, at least 4"of com- tings shall be initially backfilled with
pacted satisfactory bedding material 0 82..8 69.47 35A2 61.18 well compacted soil,and then covered
shall be provided. io" 12684 69.47 36.42 95.D5 with final backfill.
^. The trench depth shall place the pipe- 12" 1 180.54 1 77.23 1 49.82 133.70 4. Hydraulic pressure testing of the
line at least 8"below the lowest recorded pipeline shall be carried-out Initially at
rrost depth,and shall place the pipeline intervals not exceeding 500 yards and
depth at least 30"below grade. thereafter at intervals not exceeding
3. The trench width at the top of the pipe b)Determine the bearing strength of 1,000 yards.
shall be as narrow as practical to allow the soil from the following table:
:adequate room for joining the pipe and
:o allow proper compaction of the sidefill. Radius Bends
`Ainimum trench width is normally con- BEARING STRENGTH OF SOILS
sidered 12"plus the pipe O.D. SOIL lb.perS4 Ft. Gradual change of direction may be
A. Pipelines shall be cased,bridged,or Muck peat,etc. 0 achieved by deflecting or cocking RIEBER
otherwise protected at locations where Soft clay 1,000 Joints a maximum of 3 degrees without
+hey will be subject to heavy surface Sand 2,000 affecting the hydraulic seal of the Joint.
toads due to shallow burial. Casing shall Send end gravel _ 3,00o Offsets are made only after the straight
also be used In spanning creeks and Sand and gravel cemented with clay 4,000 In-Ilne assembly Is made. Deflections at
gullies,extending 8 It on either side of Hard shale 10,000 the Joint and minimum curve radii (it.)
'the creek or gully. obtainable are listed below.
c)Divide the total thrust on the fitting Dept or
Jointing
(step a) by the bearing strength of at the Joint [meet,Inches Radius,feet
T. The pipe shall be jointed in the trench, the soil (step b). The result Is the - 1 4.2" 1,15o'
or above ground,In accordance with the square feet of area needed on the 2 s.3" 672'
jointingInstructions. face of the thrust block
3 12.3" 381'
2. It is important that the gasket be clean d) Thrust blocks should haunch the
and properiyseated,the spigot end well pipe or fitting,not encase it.
lubricated,and the bell and spigot ends
maligned correctly In both-planes.
3. If Jointing is done above ground,care
should be taken when lowering pipe Into Backfilli ng
he trench thatthe depthof thejointentry 1. Place select backfill and compact
remains correct. Check that the depth under the haunch, along the sides of,
of entry mark on the spigot ends Is flush and over the top of the pipe to a com-
:with the face of the bell. Jointing of 6" pacted depth of at least 6". This backfill
and large pipets usualydone In tfle trench shall be soils that allow good compaction
AT NO TIME should a back hoe or and placed in6"layers,well compacted.
similar device be used to assemble pipe. It shall be free of rocks,frozen clods,or
other hard.objects.
-4-

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS — 240 TRAJECTORY*"
100 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Noule Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
6" 85" 7" 75" A. .85"
PS I. GPM•S"CIA. GPM DIA. GPM CIA. GPM CIA. GPM CIA. GPM CIA. GPM CIA. GPM CIA. GPM CIA. GPM DIA
50 50 WIM!205' 64 215' 74 225' B7 235' too 245' 115 25ti' 130 265' 150 273' f65 280' 204 300'
6nlow
75 23B' 88 250' 103 263, .120 275' 138 283' 155 295' 1T7 302' 197 3104 243 338'
,.,
90 86 245' 83 258 100 270' 117 283' 135 295' 155 30B' 178 315' 201 326' 223 335' 274 362'
'VV110- �76 265' 92 2'78' 111 290' 129 303' f50. 315' 171 324' --195 335' 222 344' 247 355' 304 380'
'Available only with 1`/00 R SR100.
.
v� 100 ON DIFFUSER NOZZLES
100 R RING NOZZLES
PSI 71 RING 77 RING 81 RING 86 RING 89 RING 93 R GPM CIA GPM DIA GPM DIA GPM DIA
PIING 98 RING 0.3 DN 0.6 DN 0.7 DN 0.8 DN
GPM CIA GPM CIA GPM CIA GPM CIA GPM CIA GPM CIA GPM CIA
40 66 208 76 212 i 215 103 224 118 2 f34 Tb2 242 45 154 86 169 91 182 118 196
80 235 .. - 96 240 110 245 11 280 41 z 0 1 2 1 28 a It Z00 143 218
1p�
80 941 255 1 S i 127 275 145 265 163 300 189 305 21.1 F 315
100 105 270 124 280. 142 295 t62 305 182 32tl 212 5 236 375 — —p
XT
"The diameter or throw is approximately 3%less for the 21"trajectory angle.6%less far 1a?
150 SERIES BIG GUNS -- 240 TRAJECTORY**
150 T TAPER BORE NOZZLES
Nozzle Nozzle Nome Nozzle1.0. Nozzle Nozzle Nozzle
r r 7" .8" .9 1.0" 1.1" 12" 1.3"
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
60 Ila 265' 143 285' 182 305' 225 325' 2T5 345' 330 365 385 3B0'
. . - —
80 1 29V 165 310, 210 335' 260 355' 315 375' 380 395' r 445 41
_ -
100 143""rie3t0~ 1B5 330' 235 355' 290 376 355 400' 425 420' 5t10 440'
120 157 330' 204 350' 258 375' 320 395' 385 420' 485 440' S45 400'
150 R RING NOZZLES
Ring Ring Ring Alin Sing Ri Ring
" ,97• 1.08 1 t8 1.26" 1.34 1.41"
P.S.I. GPM DIA. GPM CIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM CIA.
60 110 260' 143 280' 182 300' 315' 1 275 335' 330 350 385 365'
a
BO 128 280' 165 300, 210 320' 260 340' 1 315 380' 380 380' 445 345
100 143 - 300' -- 185 320' 235 340' 290 380' 355 380, 425 400' 500 415' '
120 157 3f5' 204 335' 256 360' 320 380' 385 4tXi' 465 420' S45 435'
—The diameter of throw Is approximately 3%less for the 211 trajectory angle.
200 SERIES BIG GUNS -- 270 TRAJECTORY**
200 T TAPER_zzle BORE NOZZLES
Nozzle Nozzle 1.4"
No Nozzle N Nozzle Nozzle Nozzle Nozzle
I'05" 1.1" 1.2" IS" 1.4 15" 1.6" 1.7 1
.9"
GPM DIA. GPM DIA
P_S.I. GPM DIA. GPM CIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
01107
70, - 270 360' 310 380 355 395' 0.15 410' 480 430' 555 450' 630 465' _755 495' 890 515'
90 910 T 390 350 410' 405 425' 475 445" 545 465' 625 4B5' T15 505' 855 535 1005 555'
110 340 410' 390 430' 4d5 450'.. 525 470' 605 495' 895 515 71T0 635' 945 565 1t10 590'
130 370 421.
5' 425 4a5' 485 465' 565 a85' 655 515 155 540' 860 580'. 1025 590' 1210 620'
200 R RING NOZZLES
t Rin t yr"Ring 1 "Ring 1 acres Ring 1 r�"Ring 2"Ring
1�29""actual) (1.48"actual) (1.56"actual (1.66"equal) {1.7a" M. (PM actual) (1.93"actual)
P.S.I. &2 DIA GPM DIA. GPM DI I. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
vill
v
gp` 250 340' 330 370' 305 380' 445 410' S15 .425' 585 440' 695 455'
IM0
so 290 370' ,M 400. 445 420' 515 440' 590 455' 875 470' 005
100 ,. .325 j.�390f 425 425' 500 dA5' 575 465' No 48 50
0' 755 0' 900 52D'
120 355 al0' 465 445'' S45 485' 1130 465 725 5v0 825 520' 9 545'
•The diameter of throw is approximately 2%less for the 24°trajectory angle,5%less for the 21"Irajeclory angle.
The BIG GUN'performance data has been obtained und
Irrigation Corporation akeidealstest condions no epresentationd may be adversely aected by wind.pooregarding droplet condition.uniformity,orr entrance conditions or other factors.
application rate

BERKELEY PUMPS CURVE 4075
DATE 1-2-86
PAGE 1.02
TYPE "B" RATING CURVES SUPERSEDES
MOTOR DRIVE All previously issued
© 4075 Curves
Case: Motorist C.I. PoN.No.1,01018 Maeh.N.1-01018 Nominal a.P.r: 3600
F.
Impeller: Motorist C.1. PsN.No.S07367 josch.NaS07367 DIs.61 Full Based on Fresh Water 0 80a
Maximum Working Pressure: 150 PSI
— - __ _ 30
-
20
N.
a.
.. ....... ... « _ - -
200 7-
I IEA
r 175 50% SS96-
c _ 5896F.FFIi�IFNC..--.---.__..._-__..__ ._........ ........_..._._..._. ._.---..... ..........
u� ISO
V
= 125
4 , 50
i
----
.. -_ �...........
......
1
25
0 10 20 30 40 50 60 70 80 90 100 110 120
CAPACITY IN U.S.GALLONS PER MINUTE
C-5035 eased oa T-3207 s.p.—des C-5035 omed 3-1-72 Do1e 7-30-95 MODEL B i2T P L
Casa: Material C.I. P.R.Ne. L01018 Msch.No. 1-01018 Nominal R.P.M. 3600 -
Mpaasr: Rtaterlat C.I. pan.us.M07298I7/8UIMxh.via.See below ols. 6-9/16" Based on Maximum Fresh Water 0 80' r. PSI
S324011 I# Ui g
____« 0
IMPi UtO JiAACi�
FI
1 Hr�1A4_:.16 __...,....—lt6........«_.Y!.._.___.. «......i...:..----._... .. _ MOA37 --I{
10
225
534238
606 70% i0 M07R98 53240
-9/.16 (10 1 111 3% .: 0200:
Zin
+- 1 7.Y.f57dlo: 1 ..... _----
_.. ....... ......
! __.. .. .. ._.. ... _ 3 ----•--•--.---------. :. _ f... :.
« { 1
=U. 175
liPi I 70% I 3
....... . ...... .:.... ---... ..
5}"Dlai 6 H 1 6
--... .... .-- ..
..
I
iI �.
= 125 ._....-. . ,. I
{ -.._. ...... l..... .
4 100 ..............
... .. , - -
i
{ �y
75 ...... �...........----. i I......_.. . ...... ;_. .{...
.. «..
1 i i
i
00 50 100 150 200 250
CAPACITY IN U.S.GALLONS PER MINUTE
C-8888 tt".e"" T-3957, -1. -2 Sape—def C-8888 WIN 12-7-83 Veil, 7-30 S, M0DEL B 1V?T PM -J

on each side of the pipe to provide support free from voids. final backfill only after the minimum depth of cover has been
Care should be taken to avoid deforming, displacing, or placed and only with pipe having wall thicknesses greater than
damaging the pipe during this phase of the operation. that of SDR-41. rt'
6A Final backfill SECTION 7-SPECIAL CONSIDERATIONS
6A.1 General. After pipeline testing, fmal backfill shall be
placed and spread In approximately uniform layers in such a 7.1 Bell holes for rubber gasket joints. When ti►e pipe being in-
manner as to fill the trench completely so that there will be no stalled Is provided with rubber gasket joints, bell holes shall be
unfilled spaces under or about rocks or lumps of earth in the excavated in,the bedding material to allow for the unobstructed
backfill. Final backfill shall be free of large rocks, frozen clods assembly of the joint.Care should be taken that the bell hole is no
and other debris greater than 76 mm(3 In.)in diameter.Rolling larger than necessary to accomplish proper joint assembly.When the
equipment or heavy tampers should be used to consolidate the joint has been made, the bell hole should be carefully filled with
TABLE 11-THRUST BLOCKING AND ANCHORS FOR UNDERGROUND IRRIGATION PIPELINES
Steb 1. Multiply the working pressure by the appropriate value
�{•�:H .. shown io the following table to obtain total thrust In N(lb):
PIPELINE THRUST FACTORS+.1'
'.• ..� 1eoti'e.o•J•
Pipe Size Dead End 90° 45° 22-112°
l♦ $!wX,t In. minor Tee Elbow Elbow Elbow
1-1/2 38A 2.94 4.16 2.25 1.15
2 60.8 4.66 6.45 3.50 1.78
2-1/2 63.5 6.65 9.40 5.10 2.60
3 76.2 9.80 13.9 7.51 3.82
3-1/2 88.9 12.8 18.1 9.81 4.99
4 101.6 16.2 23.0 12.4 6.31
5 127.0 24.7 35.0 18.9 9.63
6 152.4- 34.8 40.2 26.7 13.6
8 203.2 59.0 83.5 45.2 23.0
a+s e1;•0' A:6•• p"1 10 254.0 81.6 130.0 70.0 36.8
K Ff.9 J. 804.8 129.0 182.0 98.5 50.3
oje:1 Based on thrust per kPa(psi)pressure
0 I! t Blocking for cross may not be needed with long branch Imes.
1q. "
0
010V Step 2. Determine the bearing strength of the Solt from the table
•. '.�.� below:
I:y* +► BEARING STRENGTH OF SOILS
Soils and Sake Bearing Loads Ib/ft2 kPa
Sound Shale 10 000 478.8
Cemented Gravel and Sand
difficult to pick 4 000 191.E
0:0,.q Coarse and fine compact Sand 3 000 143.6
Medium Clay-Can be spaded 2000 95.8
• 1.e° `";9• Soft Clay 1 000 47.9
r� tll+na ? �.A•p• Muck O O
t�•R
Step 3. Divide the total thrust obtained in Step 1 by the bearing
w strength of the soil to get the area needed,m2(ft2).
/(l SIDE THRUST ALTERNATE PROCEDURE
Pipe Size Side Thrust-per Degree*
in. nun lb N
r 1-1/2 ^38.1 5.1 22.7
2 60.8 7.9 35.1
• 2-1/2 63.5 11.6 51.6
1° 3 76.2 17.1 76.1
3-1/2 88.9 22.4 99.6
4 101.6 28.3 125.9
s 6 127.0 43.1 191.7
6 162.4 60.8 270.6
8 203.2 103.0 458.2
10 254.0 160.0 711.7
12 304.8 225.0 1060.8
.. s
4 + Based on side thrust per 689 kPa(100 psi)pressure per degree of
deflection_
r
°e
NOTE: Multiply side thrust from table by degrees of deflectlon
0',�1� ► times kPa (psi)divided by 100 to obtain total side thrust In N(lb).

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
D 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 beat 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.
9 EJ Rendering at a rendering plant licensed under G.S. 106-168.7
L_! Complete incineration according to 02 NCAC 52C.0102.
a 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.
o In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a ❑ 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 by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
N
i ature o T hnical Specialist Date

k.
Insect Control Checklist for Animal Operations
Source Cause , IIMPs to Control Insects Site Specific Practices•
` _ ��_Giqul Systems
Flush Gutters • Accumulation of'solids �tush: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 Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize die
' crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation Ml- f Iaintain vegetative control along banks of
Growth 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 and maintain feed systems(e.g.,
bunkers and troughs)to minimize die
accumulation of decaying wastage.
O 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 0- "Reduce 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).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC-November 11, 1996, Page 1
W

• Source Cause IIMYs to Control Insects, - x Site Specific Practices
Anunal Holding Areas • Acctuuulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
muwnal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes 17 Remove spillage on a routine basis(e.g.,7- 10 J
Systems day interval during summer; 15-30 day interval
> during winter)where manure is loaded for land
application or disposal.
0 Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.
a
AMIC-Novirmbe Page 2:,'

xv
Swine Farm;,,Taste Management Odor Control Chec
klist
Source Cause —
Farmstead a BMPs to Minimize Odor
Swine production ti Vegetative or wooded buffers; Site Specific Practices
ecommended best management practices;
®' Good judgment and common sense
Animal body surfaces . Dirty manure-covered animals
EY'Dry floors
Floor surfaces • Wet manure-covered floors
CT Slotted floors;
Waterers located over slotted floors;.
C1 Feeders at high end of solid floors;
i
0 Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits a urine; R' Frequent manure removal by flush,pit recharge,
' • Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; -- _�
®J an maintenance;
Dust. M4�Ef icient air movement
Indoor surfaces • Dust
CY` Washdown between groups of animals;
13 Feed additives;
CI Feeder covers;
O Feed delivery downspout extenders to feeder
h tanks covers
Flus
• Agitation of recycled lagoon Li Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
Flush alle s e _ - anti-siphon vents
Y Agitation durin—g wastewater p Underfloor flush with underfloor ventilation
conveyance
Pit rechargc points • Agitation of recycled lagoon Extend recharge lines to near bottom of its
Iiquid while pits are filling with anti-siphon vents p
A '
Lift stations • Agitation during nk
t t;sump ta O Sump tank covers
_ filling and drawdown
Y
Outside drain collection • Agitation during wastewater —
4 or junction boxes 0 Box covers
conveyance
• AMOC-November 11, 1996, Page 3

AA
rk�
Source "", Cause QlyYPS o!Minimize Odor Site Specific Practices
End of drainpipes at •r. Agitation during wastewater Elttend+disch�rge':point of pipes underneath
iQ-
lagoon ';conveyance '•lagoon!quid lovet
Ji,Lagoon surfaces ;`Volatile gas emissions; � Proper 1agno{s.liquid capacity;
• Biological mixing, Cor'ect lagoon startup procedures;
• AgitationLliilitirrtuit surface area-to-volume ratio;
Oj Minimum agitation when.pumping;
I] Mechanical aeration;
13 Proven biological additives
Irrigation sprinkler • High pressure agitation; lit' Irrigate on dry days with little or no wind;
nozzles • Wind drift Minimum recommended operating pressure;
01"'Pump intake near lagoon liquid surface;
0 Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; 0 Bottom or midlevel loading;
surface + Mixing while filling; D Tank covers;
• Agitation when emptying p Basin surface mats of solids;
0 Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; Cl Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying O Remove settled solids regularly
AManure,slurry or sludge • Agitation when spreading; O Soil injection of slurry/sludges;
3 spreader outlets . volatile gas emissions 0 Wash residual manure from spreader after use;
Al
4 D Proven biological additives or oxidants
Uncovered manure, ^• y Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying ElSoil incorporation within 48 Iirs.;
surfaces
D Spread in thin uniform layers for rapid drying;
0 Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses f
Dead animal disposal • Carcass decomposition D ' Complete covering of carcasses in burial pits;
pits L"Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners
AMOC-November 11, 1996, .Page 4
,

Source Cause^ny _ - UMI's to Minitnite Odor --- Site Specific Practices
Standing water around • Improper drainage; C 3 Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads 0 Farm access road maintenance
public roads from farm
access
Additional Information: _Available From
Swine Manure Management; 0200 Rule1BMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE I29-88 NCSU-,BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 -NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
i
5
i
1
1.
.euv rk � � .—•
p 5
viOC'-November l 1,4199 Inge

-- EXHBrr D-3
TABLE 3 — Solid Set Irrigation Gun Settings
Make,Model and Type,ofEQttipment:
��r 60 S-m -�
Field No' OPERATING PARAMETERS
Wetted hydrant Spacing(ft) Application Nome Operating Operatin
:and Number of 'Diameter Along Between Rate Diameter Pressure g
Line Nel hydrants (feet) Pi cline Pi lines True{io!!yr) (}Webs) r,Gun( si) fez Hydrant(!�r Comments
P f i ©�
• �1 14
I
'See attached map,
.2Show separate entries for each pipeline with hydrants in each'field.
MRCS,NC
JUNE, 1996

S
EXHIBIT D-3
TABLE 3 — Solid Set Irrigation Gun Settings
Make,Model and Type of Equipment: � �-�� of
�
OPERATING PARAMETERS
Field Not 'Vetted Hydrant Spacing(ft) Application Nome Operating Operating
end Number of Diameter Along Between Rate Diameter Pmsure Time
Lne NoZ By
drants (feet 'Pipeline Pipelines (in/hr) (inches Cy) (psi) f)Hydrant(hr) Comments
y
is O
c
Tl
1See attached map.
3Show sgmmta entries for each pipeline with hydrants in each fieid.
MRCS,NC
JUNE, 1996
f

-- BILLY RAY TURNER
TABLE 3 - Solid Set Irrigation Gun Settings
Make,Model and Type of Equipment: F-100, .5 NOZZLE, 70 PSI, 225' DIAMETER, 60 GPM
OPERATING PARAMETERS
OF;WdNei Wetted Hydmla Sp�g(M Appiieadan ; Noah OP�nn9 Op"'�Number of Gtameter Alorq. Between Rate• Diameter Pressure• 'ttnfe'd Cornn+entsNo= Hydrants 1 (feet Pipelinr Ptpeiincr t +rt �nchesl Gun(Dail th*1 .66 ACRES
11 2 I 225' ( 140 I _ ( .39 I .5 1 70 I 2 HR I
2 1 4 I I rr I ,r , .29/.39 i 1 ,. I I 3.68
I ,r I it I of „ 1 .78
3 1 2 I ( 1.56
► 4
„ rr
4 1 I 1 I2. 1
51 6 .29 ,r I „ i
12.7
10.08 ACRES
i I as 1 I .3
1 I I I ! a1 acr e
i i I I I I I I
I l I I I I I I I
I 1 I I I { I I I
I I I
I 1 I I I I I i I
I I I I I { I 1 I
I I I I I i i
I I i I I I I
I I !
'See attached mat) provided by the Feld Office for field iocation(s).
'Show separate entnes'for each pipeline with hydrants in each field.
USDA-URCS
Irrigation Parameters North Carolina
October .995 page+

y
3 3 ti �w
J '
1
VI
3 3 3 9 3 3
Fr 3 3 .z
.2- y 2- `
/Q I uR N r-lz p d-f y d S,.,���

X= /1 CA,c le- S PR z,.J+�Lw2
- FFA A r. lnne
_ "C
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ell-
.l

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

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass)or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner iniurv_ . If the liner is damaq_ed it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels-- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
8

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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓)Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and 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 Accumulation of feed () Reduce moisture accumulation within and around
residues 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.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC--November 11 1996
10

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer;15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips 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 certify the aforementioned insect control Best Management Practices have been
reviewed with me.
f :
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (✓)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (V)Slotted floors;
floors (V)Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(✓)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (V)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (V)Efficient air movement
Indoor surfaces Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (,,)Proper lagoon liquid capacity
Biological mixing (-)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (V)Irrigate on dry days with little or no wind
nozzles Wind draft (,")Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of.solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (✓)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment:EBAE 1 28-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(Landowner Signature)
13

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J�NES COUNTY Parcel Number: 440658294000 Deed Book: 318
TAX MAP Account Number: 28591 Deed Page: No Data
Owner Name: TURNER,BILLIE RAYE Deed Acres: No Data
rd'k&
Owner Address: No Data Cale Acres: No Data
Owner City: PINK HILL Sale Date: 02/21/2007
Disclaimer.
Owner State: NC Sale Price: 0
The date provided on this map are prepared for the inventory of real property found within Owner ZIP: 28572 Tax District: No Data
Jones County,NC and are compiled from recorded plate,deeds,and other public records Parcel Address: HWY 58 Road Type: PAVED PRIMARY
s>~ and data.This date Is for lnformellonal purposes only and should not be substituted Tax Value: No Data Township: TUCKAHOE
t c�7<1 for a true title search,property appraise,survey,or for zoning vmficatlon:
One Inch=400 Feet

rvwn tiomege wim nng
---around eyes ewhde throat
*hodit br­.mish-g-y,
glossed with green an back FEMALE
and tail-wing specukm
blue, edged with white
*belly white abiff gliy'
with white spot&eyes dark i
brownish-red*feet dusky
yellow.,
LW
Big
Both male and female, UU
rT viewed from below, show 7
white throat. white belly
Un r
and long tad. 21, Ramp.GV­&
Lim aa 115r
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Ito
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Ducks
Although there is some disagreement as to awkward on land and so seldom feed on
he sub-species of ducks, there seems to be croplands. Their smaller, more pointed wings
ioneral agreement among ornithologists that (an aid in swimming) required a 'run' on the
wro of these sub-species are the dabbling surface to become airborne and they thus re-
!ucks and the diving ducks. quire larger areas of open water.than the dab-
The small to large size dabbling ducks or bling ducks.
surface-feeders are the best known of the Other groups include the 'stiff-tail' ducks,
luck family. They feed in shallow water by of which the ruddy duck is an example; and
ipping up their tail and reaching below the the mergansers which include the common,
­rface with their bill.They 4reqUently live on hooded and red breasted mergansers. The
--mall ponds and other water areas of common merganser is, not surprisingly, the
estricted space. Their larger wing areas (in most common, and is the largest of all North
.amparison to body size)allow them to spring American inland ducks. . .up to 27 inches I.�:,,.i ii'1

LAGOON DESIGN
peraat-or-:BILLY TURNER— Czsunty: JOKES Date: 12C05796
Has the site evaluation been completed & approved: YES
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1760 head (finishing only) x 135 lbs. = 237600 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0 lbs
Total Average Live Weight = 237600 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 237600 cubic ft (includes 0 cu. ft. add. treat. vol. )
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 59840. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 430. 0
Inside top width (feet) ---------------------- 150. 0
Top of dike elevation (feet) ----------------- 55. 01
Bottom of lagoon elevation (feet) ------------ 40. 01
Freeboard (feet) ----------------------------- 1. 00
Emergency spillway depth of flow(feet) ------- 0. 00
Side slopes (inside lagoon) ------------------ 3 .0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3 .0 3 . 0 3 .0 424. 0 144. 0 14 . 00
AREA OF TOP
LENGTH * WIDTH =
424. 0 144 .0 61056 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
340. 0 60. 0 20400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
382 . 0 102 . 0 155856 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
61056 155856 20400 2 .33
Total Designed Volume Available = 553728 CU. FT.

5 . TEMPORARY—STORAGE-REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
430.0 150. 0 0. 0
64500. 0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 64500. 0 square feet
Design temporary storage period to be 180 days.
5,A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 237600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 434016 gals. or 58023 .5 cubic feet
51B. Volume of excess water
Volume = 1592 . 9 gallons/day * 180 days storage/7 .48 gallons
Volume = 38332 .8 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 13 .8 inches
180 days rainfall = 24. 0 inches
Volume = 24. 0 in * DA / 12 in. per ft. = 129000 cubic feet runoff
Volume = 13 . 8 in * lagoon DA/12 in./ft = 73906 cubic feet evap.
Volume = 55094 cubic feet

5D. Volume of 25 year 24 hour storm 7. 5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15. 0 inches / 12 inches per foot * DA
Volume = 80625 cubic feet
5,E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 58024 cubic feet
5B. 38333 cubic feet
5C. 55094 cubic feet
5D. 80625 cubic feet
5E. 0 cubic feet
TOTAL 232075 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall during wettest period of storage===> 24. 0 inches
Evaporation during storage period=====______> 13 .8 inches
25 year - 24 hour rainfall__________________> 7. 5 inches
Heavy rain__________________________________> 7. 5 inches
Freeboard___________________________________> 1. 00 feet
Side slopes_________________________________> 3. 0 : 1
Inside top length___________________________> 430. 0 feet
Inside top width____________________________> 150. 0 feet
Emergency spillway elevation(if planned)====> 54 .01 feet
Top of dike elevation______---------------__> 55.01 feet
Bottom of lagoon elevation__________________> 40.01 feet
Top of sludge elevation_____________________> 42 .60 feet
Total required volume_______________________> 529515 cu. ft.
Actual design volume________________________> 553728 cu. ft.
Seasonal high watertable elevation (SHWT)===> 48.50 feet
Stop pumping elev.__________________________> 49.40 feet
Must be > or = to the SHWT elev.====______> 48.50 feet
Must be > or = to min. req. treatment el.=> 46.01 feet
Min. Required treatment volume______________> 237600 cu. ft.
Volume at stop pumping elevation=====_______> 246204 cu. ft.
Start pumping elev._________________________> 52 .51 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 473103 cu. ft.
Volume at start pumping elevation=====______> 465938 cu. ft.
Required volume to be pumped________________> 151450 cu. ft.
Actual volume planned to be pumped=====_____> 158640 cu. ft.
Min. thickness of soil liner when required=s=> 2. 0 feet
DESIGNED BY: -./- - APPROVED BY:
T�crE�t tc AL_ spec hrat.ts'i"' � �G`
DATE: ►a.f s/56 DATE:

ciperator:BILLIE TURNER County: JONES Date: 12/11496 _
SOD. Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 89505 cubic feet
SE. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 58024 cubic feet
5B. 38333 cubic feet
5C. 60863 cubic feet
5D. 89505 cubic feet
5E. 0 cubic feet
TOTAL 246725 cubic feet
5. SUMMARY
Temporary storage period====================> 180 days
Rainfall during wettest period of storage===> 24 . 0 inches
Evaporation during storage period===========> 13.8 inches
25 year - 24 hour rainfall==================> 7.5 inches
Heavy rain==== ____________=_____________> 7. 5 inches
Freeboard_______---------___________________> 1.00 feet
Side slopes_________________________________> 3. 0 1
Inside top length=====-----------===========> 442. 0 feet
Inside top width____________________________> 162. 0 feet
Emergency spillway elevation(if planned)====> 54.01 feet
Top of dike elevation___--------_-------____> 55.01 feet
Bottom of lagoon elevation==================> 38.00 feet
Top of sludge elevation-----========--------> 41.20 feet
Total required volume=======================> 544165 cu. ft.
Actual design volume========================> 682956 cu. ft.
Seasonal high watertable elevation (SHWT)===> 48.50 feet
Stop pumping elev.-----------======--------=> 47.40 feet
Must be > or = to the SHWT elev.==========> 48.50 feet
Must be > or = to min. req. treatment el.=> 44 .00 feet
Min. Required treatment volume==============> 237600 cu. ft..
Volume at stop pumping elevation============> 229621 cu. ft.
Start pumping elev,, _________________> 49.50 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 593451 cu. ft.
Volume at start pumping elevation===========> 411227 cu. ft.
Required volume to be pumped=====_---=======> 157220 cu. ft.
Actual volume planned to be pumped==========> 103725 cu. ft.
Min. thickness of soil liner when required==> -2.3--feet m1A
?_ DESIGNED BY: *Iall� APPROVED BY:
DATE: 124 1+f9(,o DATE:
•��� VI 5r- ( BIKE ORLI)
�5110� UOI.. ylr(•.thlER� �cSZ.� gs� C.u•�r-�"' �
I I.zoo x 3o x ,z5 =-Z7 = 333
lJ�s�6�.t f�oL. kC�o LiK� 553. �z8 Gu-p�'�
z�
478� �• ids

I
FEB-14-02 09 : 15 AM Billie Ra-rie Turr;,--r 2525684296 P- 02
is
...FARM NAME:.. '.-.. Fj*ClIJTY NI Mblill s'g -,IA
LAGOONIHOLDING POND -ELEVATIONS ACCORDING TO DESIGN SPECS.
Structure ID:
Top of dike elevation elev.
Top.of temporary elev. fekat
Top of permanent elev. feet
Bottom elevation 3 feet
Temporary storage _Le2a._days ll
Your structure's structural freeboard plus-storm storage or red zone inches*
Your structure is designed to be purr.ped no lower than U11C.' StOj) P.- mp mirk 4 U 1 : ! _!T_I(. Inch $
*These critical elevations area read from the top of the marker assuming top oaf marker is se;at"0"and.is equalt
top of dike elevation. Se,e co"rmhent section for any noted variance.
Structure 1D:
Top of dike elevation.ele.v. "1
't 30, t h Cal; d
Top of temporaq &:,!A
elev. �
Top of permanent elev. 4 feet
Bottom elevatiori feet :&d% -3 0;
Temporary storage J.4&-days
it
Your structure's structural freeboard piix.s storm storage or rl?d zone = _A77 Inches*
Your structure Wdesign'dd to be pumped no lower than the! atop pump m4r1k -7 1n,dh S
*These critical elevations:are read from the top of the marker assuming top of marker is set at V and Is equal
top of dike zalevatl&'I. See"corment section for any noted- variance.
Comments:
Compiled by Date
*informa&on ba.94ed'olay' dedIgn Informeff-an and is provided to jwomc te J)etter management:6t;'waste system. 1
Pat Hooper,WUP,WA, Env. Engineer Office: 252-946-6481 eift. :314 q M 611e: 252-9744051
Division of Soil &Water Conservation i,r oiceCom: 8,00.4377-6913 box 3125 IF* 262-975-3716

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 storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume) . Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 52.51 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 49.40 . This temporary
storage less 25 yr and heavy rain contains 158640 cubic feet or
1186625 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
.plan, _Refer_ to the_waste utilization_ - for._further__detallS_.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish . in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12 . In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200) . This animal operation shall be operated
within the requirements of these rules and regulations.
13 . Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

TYPICAL CRC�� S-SEC�fI0N 1z, J�
m 0 Single Stage Lagoon - Pit Recharge Design
7-(-A F_-5 County, NC
Z L L y _rU 9 K r.9- VL_-_IPA rA
Settled Top Dam Elev.
Add 5% Settlement
Constructed Top Dam
Swine Confinement
Total Design Storage Elev.
Building
Invert Outlet Pipe Elev. 152.51
Stop Pump Elev. +9.4,,
Finished Floor Elev. Bottom Elev,
Sump
TOP Pad Elev' 5A-.S4-
811 Pipe (P
Invert Elev. sz_7i Support post Rp
...............
NaWfal'"Ground.,­­
2-o FT. - DESIGN MIN. CLAY LINER THICNNE.SS .................
Core
areas of unsuitable material encountered during nstruction
Trench of lagoon slopes and bottom will be excavated below grade(for'
the minimum clay liner thickness),backfilled(with approved soil
material) 4 compacted(to clay liner construction.1 specificatioM
Remove overburden material and
in design).:..see see soils investigation V
establish embankmenYcore on firm
soil material....see soils investigation
R.Horton, NRCS (2195)

`' '�F•'as':'_-o?.=<= 3er '= Jones
June �.�
3
=gs d<= Rave Tu n Cou t
_fC�
D"Is a-a n to ie_..a—est - c=1 de!`_ce (other than owner! a i0D 5O fee-
'-sows (farrow to finish), ;, '4, � 0. l •s
� c�' i s_ _
o I head (wean tofeed.feeder) to .;i0 l s. — D a bs
------------- -----------a TL b s
Describe rite other x _
_s zA_-23 a t-' T MU-1 RFQ i.R`t� !-TREATMENT=- t�L€-i€-Y � F S-'�•3�i3 iJi
b 3 A i3f3fe '•- • •?v-i5.. 001 I bs a AL ti :rec`time ?t' Voi_'-.!,.-_!_Fe i CFr' : /I b z AIL-Fs
i ; �
Volume i�_F! i lb_ Alta=� ������ ��:i
STORAGE VOLUME FOR SLUDGE AC LATI
To=alley - 0 cubic -feet_
4. TOTAL ESIG SEED 'VOLUME
as`�.1b top l5= € ;'{`i. CS..',°---..---------_....----...-.--- _-- �!
3 _ - ---------------------- 2-17 7 a�?
Top of dike elevation (feet)------------------ 62.
Bo-'om of lagoon e-r=;Ai.i 011 � r e- - ------_..-----
i x
t=: r g—44 - Pass`-- r+a=; `""i D SS/SIDE2e_ t`j~Ha i i DEPTH
2- i
Ai 4-.�'-'f ' S f 0 i.tl
LE NG �i r`* WIDTH
._.
AREA OF BOTTOM
+:?,4.C _i x 2.s � 5570�+. i ARE OF yi�l��=�I S:Z
AREA OF MIDSECTION
_0 ..:T 16 a
Total ��e_igined Vole-ume: Avaailable - . -1154 i_U_

TE- O A
DRAINAGE AREA:
Lagoon
! e-rtgth s Width _ i
Buildings trod= and IQ-!-- water)
0.0 square f e s Des-cribe tF=_s r ea.
TOTAL DA 91410.0 squars feet
Design temporary storage period to be 180 da—Vs.
€A= €,_plume of waste produced
' ec;ns ter i ne= production -;n *ga! aIda-v per 135 1b. ALW
�7
Volume 475200 Inds. AiLW/-1 5 bs ALW 1=37 gal/day 3.80E days
Volume = 86BIEf12 gals. or 116047. 1 cubic feet
5B w Volume of wash water-
s i i s a :3 cii 3 =`�s nfresh eS L er used v or washing i ng '�c7r'� s'-ii' �f�'' �-, e,
of fresh water used for a flush system or excess water. Fx_ush s y s'IC e
that recirculate the lagoon water are accounted for in zsr'".
per-
Volume = 0.0 cubic c feet
5C. Volume of r-ai n- al a In excess of evaporation
Use period of -time when rainfall exceeds evaporation by largest a3T€ao
180 days excess mess rain-Fall. d m 0 inches
€ o ume = 7.0 inches * DA / 12 inches per -t-oof
cF
Volume �-' ...'s-�...-22
x:? cubic feet
5 z cJ dumd e o.-F 25 yea - - 2s hour storm
,_
_.ems f AtREQUIRED TEMPORARY_ RTF=R�-'iGE
<r, 7 3
539. 0 c:ubi c ie

r:-
a .�s��$�i'��i�t'3,
Temporary storage Ski days
> 7. 0 7 - t h s�..w•-
25 veers"' its hour- i a$i i�a �}3._____.__-_.__-._--__.._. 'a 4 '_i ac:hes
�aoar d=========_ i 5 i
Side
TnSi;ie top g i'-�qa ': -._- -._--_--____--`- -or-.:*€tiz�3 a eat
f et
Bot.-toy! of lagoon �� ��a��_z€�==�W_.__=___-_�____ r 11.3 feat
=.itf al required aa�''i..t�iafg't�"t._--._-__..__..._.;_-- __...=c.===c.:i' ;0013,, o' c ;. f t a
rF �-"-�i�' Via!: 1 �-40 cu. *'i`'
Se}.'sosa$ hiuh wwse "table a evt"za-I CSHWT7== _ 55.2 `ea
Lrp pumping 52,5 feat
Must- be ` or = to the SHE° '21a- feet
Must be : off' = to min. req. trea$'Me_s' t e : -- ' :st s-I':c feei
' €r £ i s :3 i e�3 t i? treatment a75200 cu.. f t=
Volume at stop pumping =fir
Start ai LFi 3�;a'"z 60i:6f ee-t
MustThe at bott-om of =r-eeb-oar d & 25 {r-. rainfall
AcItusal volume lest 25 y r - 24 hr € a of al - --=> 6 515 1=i cu- f t-
Required of umom to be 14693r 0 c a. i t.
Actual oll ume to lie pum zed=:==_-==_= =_=====; _152B c . f t.
Min- thickness r3- soil :.f3e:r when required
I E=-. 5.6 fee
D z_r T z DI TE:

------- SHEET- - --j . C;t 2
OPERATION AND MA1NTE'N"iiCE IPLAN
This lagoon is designed for waste trez-rtment (permanent storage) acid
180 days of temporary storage. The: -time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions , weather , flushing operations , and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for-
(1 ) waste from animals and (2) excess rainfall after evaporation . Also
included is storage for the 25 year - 24 hour storm for the location .
The volume of waste generated from a given number of animals will be'
fairly constant throughout the year and from year to year , but excess
rainfall will vary from year to year . The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available .
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building (s) . If the outlet pipe is not: installed at the elevation to
begin pumping , a permanent marker must be installed at this elevation
to indicate when pumping should begin . An elevation must be established
to stop pumping to maintain lagoon treatment depth .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit , such as
weather, soils, crop , and equipment in order- to apply waste withor_!t
runoff or leaching .
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set ,
center pivot, guns , and traveling gun irrigation . Care should be
taken when applying waste to prevent damage to crops .
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 -its. caPacity to prevent excessive odors during
start-up . Pre-charging reduces the concentration of the initial
waste entering the lagoon the-reby reducing odors . Solids should to
covered with effluent at all times . When precharging is complete ,
flush buildings with recycled lagoon liquid . Fresh water should not
be used for flushing after initial filling .
2 . The attached waste utilization plan shall -be followed - This
plan recommends sampling and testing of waste (see attachment)
before land application .
.i . Begin temporary stor .r.1 ;4' i:)i_rf71p- out of the l.�{boon when fluid �l `ev{ t
reaches the el.:-�vai,,i(;,n 60 . 6 i7lcir'I«d bar pc:i in:lne-ri t marl<er _ Stop pump-
0 U t when the flair; lE�vel v o I5i8 . 5 Thi: t mporari,I
storage I eSs '25 yr._. 24 h " 'H`19.370 cubic 7 :t;:_.
1266884 gallor-7:3 .

S H F E T 2 13t=
4. The recommended maximum amount to apply p.^_-r irrigation is
one (1) inch and the rec;ommerideyd maxirnum application rate is 0 3
inch per hour . Refer to the wastN: utilization plan for further de-tails .
5 . keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand .
6 . Repair any eroded areas or areas: damaged by rodents and
establish in vegetation .
7 . All surface runoff is to be diverted from the lagoon to stabl:_a
outlets .
8 . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams . Waste will
not be applied in open ditches . Do not pump within 200 feet of a
residence or _within 100 feet of a well . Waste shall be applied in a
manner not to reach other- Fwroperty 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 _
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Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2T.1304(c)and 15A NCAC 2T.1345(d)this form is official notification
to the Division of Water Resources (DWR) of the transfer of ownership of an Animal Waste Management Facility. This
forth must be submitted to DWR no later(ban 60 days following the transfer of ownership.
General Information,
Previous Name of Farm: 6kritJer- Facility No:
Previous Owner(s)Name: 1 i �O­ e UI LC 4'�iU f� Phone No: S a—9 G�
New Owner(s)Name: 1 66,tJe­rs Phone No:
New Farm Name(if applicable): A
)14 Mailing Address: 9 � �t >�l
o a 3 county: L UIlieS
Farm Location: Latitude and Longit e:.3� 577T91 _ !-� ! ty
Please attach a copy of a county road map with location identified,and provide he location address and driving erections
below Be specific:road na es,der, ctions,milepost,etc.}: ►��S
Operation Description
Type of Swine No. ofAnimals Type of Swine No. ofAnimals Type of Cattle No. ofAnimals
❑ Wean to Feeder ❑Gilts .5 90 ❑ Dairy
❑ }dean to Finish — ❑ Boars ❑ Beef
Feeder to Finish
❑ Farrow to Wean Type afPotrlt?y No. ofAnimals
❑ Farrow to Feeder ❑ Layer
❑ Farrow to Finish ❑ Pullets
Other Type of Livestock: Number of Animals:
Acreage Available for Application: 9 Required Acreage: T �f
��'
Number of Lagoons 1 Storage Ponds: Total Capacity: ' �2 Abic Feet(ft3)
Owner 1 Manager Agreement
l(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I (we) know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new
animals are stocked. 1 (we) understand that there must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25-year, 24-hour storm and there must not be run-off from the application of animal waste. I (we)understand that this
facility may be covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the
Division of Water Resources to issue t required pe it to the new land owner.
Name of Previous Land Owner: 11 t�- 1��0—
Signature: ate:
Name of New Land Owner: �l°U a­8 0 U/
Signature: 6UU,
Name of Manager(if different from owner):
Signature: Date:
Please sign and return this form to: Animal Feeding Operations
N.C. Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center
Raleigh,NC 27699-1636
Jf June 12,2015
1 P Vm n , L 1\ n 1 i A fin—
n—

RECEIVEDINCDEQIDWR
Notification of Change of Ownership
Animal Waste Management Facility APR 2 9 2019
(Please type or print all information that does not require a signature)
Waterauelity
In accordance with the requirements of 15A NCAC 2T.1304(c)and 15A NCAC 2T.1305( p� gj� 'fication
to the Division of Water Resources (DWR) of the transfer of ownership of an Animal Waste Management Facility. This
form must be submitted to DWR no later than 60 days following the transfer of ownership.
General Information:
Previous Name of Farm: ' c Facility No: -�
Previous Owner(s)Name:. ��()I c�I1�, � t`U t— Phone Nora—� q—Jr6
New Owner(s)Name: I� �� 11 � `I t l t°_ 12 W 4)e—r-.5 Phone No: ��
New Farm Name(if applicable): /v
Mailing Address:
Farm Location: Latitude and Longi e:35 / —39� 399,3 County: A)e
Please attach a copy of a county road map with location identified,and provide the location address and driving irections
below Be specific:road na es,dir ctions,milepost,etc.): -- 1 2S o f— d L
Operation Description:
Type of Swine No. ofAnimals Type of Swine No. ofAnimals Type of Cattle No. ofAnimals
•Wean to Feeder ❑Gilts J";L8o ❑Dairy
❑ Jean to Finish ❑Boars ❑Beef
Feeder to Finish _ 8D
❑Farrow to Wean Type of Poulay No. ofAnimals
❑Farrow to Feeder ❑Layer
❑Farrow to Finish ❑Pullets
Other Type ofLivestock. Number ofAnimals:p
Acreage Available for Application: /9 Required Acreage:
Number of Lagoons/Storage Ponds: Total Capacity: Cubic Feet(ft3)
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan(CAWMP)for the farm named above
and will implement these procedures. I(we)know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new
animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25-year,24-hour storm and there must not be run-off from the application of animal waste. I(we)understand that this
facility may be covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the
Division of Water Resources to issue thf required 71t to the new land owner. '
Name of Previous Land Owner: ��/e /f✓I ' C• l (ti-r1 j e t—
Signature• JJ IIAA
4c ' a e• — —
Name of New Land Owner: N Al t? D 1/ —
Signature: 644 A r ate:
-2- -
Name of Manager(if different from owner):
Signature: Date:
Please sign and return this form to: Animal Feeding Operations
N.C.Division of Water Resources
(� Water Quality Regional Operations Section
1636 Mail Service Center
S Raleigh,NC 27699-1636
June 12,2015