310045_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these 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 Permittee.
1. Farm Number: 31-0045 Certificate Of Coverage Number: AWS310045
2. Facility Name: Famil% Farms Inc
3. Landowner's Name(same as on the Waste Management Plan): Michael Aldridge
4. Landowner's Mailing Address: 454 N NC 11 H%
City: Pink Hill State: NC Zip: 28572-7658
Telephone Number: 919-568-6206 Ext. E-mail: mikealdrideeOl�ti:hotmail.com
5. Facility's Physical Address: f 54- N- N.C. 11 "T
City: PlAlk A14 State: !J G Zip: 2$5?r-
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): James M.Aldrid,e Phone No.: 910-290-1857 OIC#: 17153
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 5,760
Operation Tvnes•
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultr%
Gilts Other Non Laying Pullet
Other Layers

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)
LEFT 7 f+ 444 62,291.00 19.50
RIGHT 3 j$$ 63,598.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b� the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
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]

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):
y
Name: / H Foy &VA10" Title: J/di�5%O' ✓T
Signature: _ Date:
Name: Title:
Signature: Date:
Name: _ _ Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER _
Governor MAR 2 8 2019
MICHAEL S.REGAN `
secretory ou'.1113'A
LINDA CULPEPPER NORTH CAROLINAID10
Director t nvirvrimental Quality
February 27,2019
Michael Aldridge
Family Farms Inc
454 N NC 11 Hwy
Pink Hill,NC 28572-7658
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at htips://deg.nc.pov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permits you must submit an application for
permit coverave to the Division. Enclosed you will find a "Re uest for Certificate of Cover ne Facility Currentl• Covered b,, an
Expiring State Non-Discharge General Permit." The gpplication form must be completed. signed and returned by April 3, 2019
Please note that you must include one 1 copy of the Certified Animal Waste Manasement Plan CAWMP with the
completed and s' ned application form. A list of items included in the CAWMP can be found on pace 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmintton Regional Office,Water Quality Regional Operations Section
Duplln County Soil and Water Conservation District
AFOG Section Central Files-AWS310045
Murphy-Brown LLC
North Carolina Department of Environmental Quality I D'anisfon of Water Resources
512 N.Salisbury SL 1 1536 Mail Service Cceter I Ralei&,North Carolina 27699.1636
- - 919 707 SODO

ANIMAL WASTE UTILIZATION PLAN
Producer: MICHAEL ALDRIDGE
Location: 454 NC 11 E
PINK HILL NC 28572
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 5760.00 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
to 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 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
You choose to change methods in the future, you need to revise this
plan. Nutrient levels for different 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 flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
Crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H . 0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5760 hogs x 1.9 tons waste/hogs/year = 10944 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5760 hogs x 2 .3 lbs PAN/hogs/year = 13248 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 —
DETERMINING PHASE COMM N ** * LBS
CODE AW N PER ACRES AW N
PER AC AC USED
or -------
APPLY APPLY RESID. APPLIC
METH N TIME
5649 lA NOB � —
� BH 6 . 1. 305 0 2 . 742 836.31
OCT I +APR-
5649 -lA +
SG 1 50 0 2 . 74. 137.1
APR II
+SEP-
--- -- -
5649 TB NOB EH 6. 1 305 p
I 4 .36 1329. 8
OCT +APR-
;49 �1B
_ SG 1 JbU 0 4 .36 218
APR I +SEP-
5649 2A—T—
NOB
BH 6.1 305 0 14 . 182 1275. 51
OCT I
+APR-
5649 --2A
SG 1 50 0 4 .182 209.1
APR I
+SEP-
5649 2B �fNOA
ACT liBH 6.1 1305 ju 14 .83 � 1473 . 15
+APR-
5649 _2B -�
I SG 1 50 0 4 . 83 24L.5
RPR I — +
+SEP-
5649 3 NOA
r 6.1 3050 572 174 .46
OCT. FAPR-
5649 1 �3 SG 1
� I 50 f0 f . 572 128 . 6
+ + +SEP-
Page: 3

ANIMAL WASTE UTILIZATION PLAN
5649 I4A �NOA IBH I6 .1 I305 10 13 . 87211APR-
180. 96
OCT
5649 --4A SG 1 150 0 + 3 . 872 193 .6
I I APR +SEP-
5649 4B NOA BH 6. 1 305 0 5 .25 11601.25
I +APR-
OCT
5649 �4B SG 1 50 �O �5.25 262 .5
APR I +SEP-
5649 14C INOA BH 6.1 305 0 14 . 68211428 . 01
I +APR-
OCT
5649 -7--4C SG ll 150 0 I4 .682I234.1
APR
ii +SEP-
-_J49 4D JNOA BH 6.1 305 0 15 .50 11677. 5
I OCT +APR-
5649 4D JSG jl 150 0 15 .50 1275APR +SEP-
5649 5 NOA -BH i6. 1 130-5 0 11. 03 � 314 .15
OCT I +APR-
5649 T-5 -- SG 1 50 + 0 1.03 151.5
APR
5649 5649 6 'NOA BH ; 6 .1 305 10 � .46661142 .313
OCT 1 i +APR-
5649 -6 SG I1 50 0 1 .4666 23 .33
I +SEP-
APR
END
I
Page: 4

- — ANIMAL WASTE UTILIZATION PLAN
TOTAL113307.
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals .
+ - Dates shown reflect optimum uptake periods for nutrients.
appilcation may begin up to uptake
days Waste
green-up of forages, and extend past Optimum pda.testshownnifng or
plant growth, pumping conditions, and PAN loading rates permit .
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 someNorth Carolina to have
a
nutrient management plan that a.ddressesallnutrients. This
Plan only addresses nitrogen.
Page; 5

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 FIELD 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. APPLIC
METH N TIME
END
TOTAL 0
- Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
+ - Dates shown reflect optimum uptake periods for nutrients. Waste
application may begin up to thirty(30) days prior to planting or
green-up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit .
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: 6

ANIMAL WASTIs UTILIZATION pI,�
** Acreage figures may exceed total acreage in fields due to
overseeding.
lbs AW N
(animal waste nitrogen) e
less any commercial nitrogen goals total re�Iuired nitrogen
g
The following legend (COMM N? suPPlied.
explains the crop codes used in tables 1
CROP CODE and 2 above
CROP
UNITS PER UNIT
BH HYBRID BE
SG SMALL GRAIRN pAGRASS-HAY
VERSEEDED TONS 50
AC 50
TOTALS FROM TABLES 1 AND
2
WETTABLE LBS AW N USED
TABLE 1 ACRES
37.4866 13307. 74
TABLE 2 0— -- - --- _4-
0 -�
TOTAL 3 7. 4866 -
j 13307. 74
-59:743
* * This number -------------------
must be less than or equal to 0
fully utilize the animal waste N in order to
produced.
Page: 7

ANIMAL WASTE UTILrZAT2ON PLp,N
*** This number must be less than or equal goal to O in order to Produced.
fully
utilize the animal waste N
Acres shown in each of the usable acres excluding required
tables are
odd areas quired buffers, Considered to be the
unable to be irrigatedfilter strips
full application rates due to equipment and P along ditches,
acres in the fields listed t perimeter areas not receiving
the acres shown l the tables.may,
dmost
limitations. Actual total
Y. and most likely will be, more than
See attached map used showing the fields to be for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization
application of slud e Plan must contain provisions for
rich and will re g at agronomic rates. periodic land
of nutrients or other elementre sonar The sludge will be nutrient
a precautionary 'measures to prevent over a approximately 2131.2 Your Production facility pplication
Sludge. Pounds of plant available nitrogen Y will produce
per year in the
If you remove the sludge eve Pounds of PAN to utilize. ry 5 Years, you will have a
bermudagraP to utilize.and at Assuming you a PAroximately 10656
will need the rate of 300 puny this PAN to hybrid
35.52 acres of land. Pounds of to
en per the rate of 125 pounds of nitrogen You apply the sludge toccorn.aate, you
Of land. Please be aware that heseeareConl
land needed. You will need 85 .248 acres
sludge waste analus* requirements could va Y estimates of the PAN and
methods. �' , soil types, realistic by 25o depending on your
Yields, and application
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed
soil at the time of irrigation such that runoff or
rate is the intake rate of the
limited by initial soil moisture content Ponding occurs.
texture, water droplet size This
should not exceed the available water holdorganic inids' , soil structure, soil
time of irrigation nor should the The application amount
the nitrogen needs of the crop, g capacity of the soil x the
plant available nitrogen applied exceed
If surface irrigation is the method of land application
it is the responsibility of the
that an irrigation system is installed to for this plan,
Producer and irrigation designer to ensure
a properly irrigate the acres
shown in Tables 1 and 2 . Failure install
PAly the recommended rates and
-�z
Page; 8

ANIMAT• WASTE UTILIZATION PLAN
amounts of nitrogen shown .in the tables may make this
The following a plan invalid.
rates and n unable is provided as a guide for establishingapplication
Tract I IAPplication RatelApplic
Field I Soil Type
I Crop I (in/hrl I , Amount(inches)
5649 I IA I NOB y BH y I_ - - ---- - -- -- I --- — -- -----
I
- - -- I— -- I y I *1. 0
NOB
5649 11B _
I I BH I 4 I-------- -----
50 — --
I
' 5649 2A
I NOB - --_ _ _ _
BH I . 50 I *1 . 0 ----- - ----
5649 I 2B I NOA I BH ------- - -- -- --- ---- - - -
--- I---�-- I _ I .50 I *1 . 0
5649 l 3 I NOA 4 y �^--I - ---- -- - ----- -- 1. ----------- - -- --
� I�� I� I BH I 50 ( *1. 0
5649 I 4A I NOA - --- —
I BH I .50 I --- - �-�-
i I — *l. p
5649 4B �-. 1---_--- --_-- I -I NOA ----_
I BH - - - - - -
--- - I y-----1 - I 50 I *1. 0
5649 i 4C I NOA I BH -------------
I .50 I *1 . 0
'-49 I 4D I NOA I . 50 BH ----- - -.I - - ---
- --- - ---
I
I *1_ 0
Page: 9

ANIMAL WASTE UTILIZATION PLAN
5649 ! 5 I
! NOA ! BH
! . 50 ! *1 . 0
5649 6 NOA! ! -
1 ! BH ! .50 ! *1 . 0
5649 ! -lA ! — -�I-- -- - -- -
! SG
5649 ! -lB - - ---- - - -
! SG
5649 ! -2A ! -- - --l � - ---- -- l-- --- - - - -- --
I SG .5 ! *1
5649 ! -2B ! - - - - I ---- - - - - - --
�- SG ! . 5 ! *I
5649 I -3 I I--- - -- - - --- ! -- -- - - - - - - - -
! SG ! .5 I *1
� !- -- - -- l- - � !_ -- - -- - l---- --- -- -- L
5649 I -gA ! - - - - -- - -
! SG I .5 ! *1
5649 ! -gB -
! SG ! .5 I *I
5649 I -gc ! -- - ! ---- - -- - -- -l - - - - - - - - -
! SG ! .5 ! *1
5649 ! -gD I -- - -- - I - - - -
! SG ! .5 I *1
5649 ! -5 ! - !- - ---- - --- -
! SG ! . 5 I *1
Page: to

ANIMAL WASTE UTILIZATION PLAN
� 5649 I - 6 I
! � SG . 5
f *1
* This is the maximum a
assuming the amount opPnitrog n allowed for the
lica amount allowed for the soil
applied. In many situations, the application over
amount showntcannot
be applied because of the nitrogen limitation. The maxi
application amount shown can be applied under optimum maximum
conditions.
Your facility is designed
the tempora for 180.00 days of temporary ry storage must be removed on the average of once
sgevery
e and
6.00 months. In no be
should the volume of
in your structure be within the 25
foot of freeboard. except Year 24 hour storm storageeortoned
P in the event of the 25 year 24 hour storm.
It is the responsibility of the ensure that the spreader equipment Producer and waste a
correct rates to the acresh niniTablesaleand 2 applicator to
the recommended rates and amounts of nitrogen shown
to apply the
make this Failure to apply
plan invalid. wn in the tables may
Call your technical specialist after you receive the waste
report for assistance in determining the amount of waste per
the proper a analysis
application rate prior to applying the waste. P acre and
'='HIS PLAN IS WRITTEN ON NARRATIVE OF OPERATION
AN WETTED ACRE FOOTPRINT.
Page: 11

WASTE UTILIZATION pLAN
'� RE UIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state
runoff, drift, manmade conveyances, direct application, by
direct discharge during operation or land application.
or
discharge of waste which reaches surface water 1is prohibited.
2 . There must be documentation in the design folder h bated.
producer either owns or has an agreementat the
land on which to properly a the
for use of adequate
not own adequatePP1Y the waste. If the oer
land to does
properly dispose of waste, p he/she rshall
provide a copy of an agreement with a landowner who is with'
reasonable proximit
waste application. y' allowing him/her the use of the land within a.
It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization
there is a change in the operation, increase in. the n
animals, method of utilization Plan when
or available land, umber of
3 • Animal waste shall be a
spicearo° meet, but not exceed, the
nitrogen needs for reali
available moisture, historical dataylelds based on soil type,level of management, unless there arecregulationslimatic dthat r the rate of application for other nutrients.
and
at restrict
4- Animal waste shall be applied to land eroding less than 5 tons
Per acre per year. Waste may be a P
lie
at 5 or more tons, but less than lOtons to land that is eroding
per
Providing grass filter strips are installed where per Year
the field. (See FOTG Standard 393 -Filterrunoff leaves
Strip)
5 • Odors can be reduced by injectin
waste application. g the waste or disking after
Wtheeirrigationul tfieldpplied when there is
danger of drift from
G. When animal waste is to be applied flooding, it will be soil incl'Pated onrconventionato
cropland. When a Sect conventionally
applied to conservatio, the wasten tilled crops ory tilled
does snot dOccur during may
season prone
provided the application
and Climate in North Carolina" prone to flooding. ( "Weth
guidance. ) Weather
7- Liquid waste shall be applied
infiltration rate such thatr noffrdoes not occcurates not to COfd the soil
surface waters and in a method which does not cause drift
from
the site during a fsite or to
to control odor orPflieslon. No ponding should occur in order
$ - Animal waste shall not be applied to saturated soils, during
rainfall events
or when the surface is frozen.
- � 9• Animal waste shall be appliedcrop on actively growing crops in such
would inhibit growth. The covered with waste to a depth that
waste should also be considPotential for salt damage. from animal
�_ Page: 12

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: 13

WASTE UTILIZATION PLAN
~'"' RE UIRED SPECIFICATIONS 4`~ ~
18 . If animal production at the facility is to be suspended o
terminated, the owner is responsible for obtaining and
implementin a �� r
9 closure Plan" which will eliminate the
Possibility of an illegal discharge,g 5 pollution and erosion.
19. Waste handling structures
be inspected on a regular�basisPipinto prevent breakdowns
and spills. Are should
site. regular maintenance checklist should be leaks,
20 . Animal waste can be
used and other crops for directnhumantconsumptioation tn.includes r,
animal waste is used on crops for direct human consumption on it es
should only be a ever, if
animal waste durip'ng1theper pant seasonh no further applications P zon it
of
21. Highly visible markers shall be installed to mark the
bottom elevations of the temporarytop and
all waste treatment lagoons.l betw storage (pumping volume) of
maintain the liquidg Pumping shall be managed to
be required to rk the emaxi mumenthe
markers.
A marker will
storage ponds. ume for waste
22. Waste shall be tested within 60 days of utilization a
shall be tested at least annually at crop sites where waste
products are applied. and soil
element. pp Nitrogen shall be the rate
Zinc and. copper levels in the soils shall be
termining
monitored and alternative crop sites shall be used when these
metals approach excessive levels.
optimum crop production and maintaiPH shall be adjusted for
analysis records shall be kept for five ye Soil and wastears.
waste application records shall be maintained for three (3)
Poultry dry
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
Carolina regulations. North
Page: 14

y- ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:FAMILY FARMS INC
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance
e forethesfa rminamedshed iab the
ove. I
(we) know that any expansion to the existing design capacity of the
approved animal waste utilization plan
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
the
animals are stocked. I (we) also understandD hatbefore the e mustnew
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 on-site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: MICHAEL ALDRIDGE
(Please print)
Signature:
-- - Date: -��
Name of Manager(If different from owner) :--- 4
Signature: --- --
- - -- - - -- - - - - - --_ Date:
Name of Person Preparing Plan: (Please print)JOHNNY L. LANIER
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency) : PO BOX 277
KENANSVILLE NC 28349
Signature:
-- ---- Date: S- 32. D l
Page: 15

Murphy-Brown, LLC 7/17/2007
Al R2 Hwy 24 Wet
fjfL 24/ P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name: Michael Aldridge
Coun : Family Farms
Farm Ca acit : Du tin
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 0
Storage Structure: 5760
Storage period: Anaerobic Lagoon
Application Method: '180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
Of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that al!plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing
n plan in order to maximize
the fertilizer value of the waste and to ensure that itisaste applietd ilizntan 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.
Ether of these conditions may result in runoff to surface water;which is not allowed
under DWQ regulations.
5• Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop
for pollution, the waste should be applied to a growing crop or applied not more than potential
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste an 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,W,tons,etc.):
M17Waste Produced erAnimalWean Total
eeder 3212 gal/yr gaVyrFinish 4015 gaVyr gal/yreeder 10585 gaVyr gaYyFinish 223 gaVyr gal/yr
986 gaVyr 5,679,360 --6—
Total 5,679,360 gaiiyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Ca aci T Ni en Produced nor Animal
Farrow to Wean Total
Farrow to Feeder 5.4 lbs/yr lbs/yr
Farrow to Finish 6.5 Ibs/yr Ibs/yr
Wean to Feeder 26 Ibs/yr Ibs/yr
5760 Feeder to Finish 0.48 Ibs/yr Ibs/yr
2.31bs/yr 13,248 Ibslyr
Total 13,248 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 60.4046
Total N Required 1st Year: 16204.783
Total N Required 2nd Year. 0
Average Annual Nitrogen Requirement of Crops: 16,204.78
Total Nitrogen Produced by Farm: 13,248.00
Nitrogen Balance for Crops: (2,956.78)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception Area Specifications
ra
Tract Field Irrigated Soil 1st Crop Time to lot Crop let Crop Lbs N/Ac Lbs N Total The N 2nd Cr°
Acrea a T e Cade q l
Yield Iba N/Untt Residual /Ac Utilized Coda p TAmeito 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N Total Total Ibs N
5849 1A 2.72 Nog Yield Ibs nit Residual /qc
5849 1B 4.38 C Mar,-Se 8,1 50 Utilized LbsNlAc 5649 2A NoB C Mar.-Se i 8,1 0 305 Utlllzed
4.182 NOB C 50 0 305 829,8 K" Se .-A ril 1 50
5849 28 4,83 NoA Mar.-Se 1. 8.1 60 0 3p5 7329.8 K' Se -A ni 1 50 0 0 305
5849 NOA C Mar.-5e t. 8.1 0 1275,51 K• Se ,•A ril 0 829.8
5849 3 0.572 NoA C Mar.•Se t. 8,1 0 50 305 1329.8
5849 44 3.872 C Mar.-Se 60 305 174.48 K' Se -A ril s0 305 7275.51
4B 6,25 NoA C Mar.-Se t. 6,1 60 0 305 K' Se .-A ril 1 50 305 1473.15
5849 4p 4.682 NoA C Mar.-Se t. 8, 60 0 305 1801,2$ K. Se •-A ril 1 50 0
5849 6.5 NoA C Mar,-Se t. 8,1 �0
1.03 0 305 1428.07 K Se :A NI 1 50
5849 6 C Mar.•5e 1. 8,1 305 1677.5 1 50 p 305 1801.25
5849 7 0 3.63® AuB C Mar.-58 k 9,1 50 0 306 314.15 K" Se -A rill 1 50 0 305 1428.01
5649 g 3 5 Mar.-5e t. 5.6 Qu 50 305 1677.5
5849 9A 4.15 q g C Mar,-Set 4,5 60 0 275 998.25 K• Se .-A rll 1 50 0 305 314.15
5848 gg C Mar,9e k ul
5.6 225 787.5 1 50 p 305 142.313
5649 3.75 Aul C Mar.-Se t. 5.6 50 0 276 1141.25 K• Se .-A ril 7 50 275 998,25
5649 108 4.29 AuB C Mer,-Se , 5,5 60 275 1031,26 K' Se 1 50 p 225 787,5
C sr.Se t 515 50 ° 275 995.5 rll 1 50 p 275 1141.25
0 275 1179.78 W Se -A ril 1 50 p 276 1031.25
1 50 p 275 995,5
275 1179.76
Totals: 80.404E
17360.2 "overseedlnaofbermudaJsoptfona!
0 16204,78
3(a)of 8

Reception Area Specifications
Tract Field Irrigated Soll 1st Crop Time to let C
Acmerop 1st Crop Lbs NlAc Lbs N Total The N 2nd Crop Time to 2nd Crop 2nd Crop Lbs NJAc Lbs N Total Ibs N Total Total Ibs N
e T e Code A I Yield Ibs N/Unit Residual /Ac Utilized
Code A I Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
Totals: 0
0
0 0
3M 08

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future,regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e.small grain,etc,interseeded in bermuda),forage must be removed
through grazing, hay,and/or silage. Where grazing,reach a height of six to nine inches. Cattle should be removed owhen pluld be ants ed e gra they
zed to a
height of four inches. In fields where small grain,etc,is#o be removed for hay or silage,care
urity
should be exercised not to let small grain reach mtc,April or May). Shading may result if small grain gets too�high and lthis#will definatelye in the ointertere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season,depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain,etc,is late September or early October. Drilling is
recommended over broadcasting, Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
Lbs N utilized/unit yield
A Barley
B 1.61bs N/bushel
C Hybrid Bermudagrass-Grazed 50 lbs;N/ton
D Hybrid Bermudagrass-Hay
Com-Grain 50 lbs N/ton
E Com-Silage 1.25 lbs N/bushel
F Cotton 12 lbs N/ton
G Fescue-Grazed 0.12 lbs N/lbs;lint
H Fescue-Hay 50 lbs:N/ton
I Oats 50 lbs N/ton
J Rye 1.3 lbs N/bushel
K Small Grain-Grazed 2.4 lbs N/bushel
L Small Grain-Hay 50 Ibis N/acre
M Grain Sorghum 50 lbs N/acre
N Wheat 2.5 lbs N/cwt
O Soybean 2.4 lbs;N/bushel
P Pine Trees 4.0 lbs;N/bushel
40 lbs N/acre/yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acmes in the fields
listed may,and most likely will be,more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

4
SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total r
Farrow to Wean 0.84.
Farrow to Feeder 1
Farrow to Finish 4.1
0 Wean to Feeder 0.072 0
0 Feeder to Finish 0.36 0
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 0 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 0 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 0 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre,you will need 0 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type,crop,and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil
structure,soil texture,water droplet size,and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every fi months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate
Tract H drant T�►pe Cropinlhr Application Amount
5649 1A NoB C *inches
0.5
5649 1 B NoB C 1
0.5
5649 1
5649 � NoB C 0.5 1
2B NoA C 0.5
5649 3 NoA C 0.5 1
5649 4A NoA C 0.5
5649 4B NoA C 0.5 1
5649 4C NoA C 1
0.5
5649 4D NoA C 1
0.5
56649 6 NoA C 0.5 �
C 0.5
5649
5649 8 nA uB C 0.6
0.5
5649 9A AuB C 0.6 1
5649 9B AuB C 0.6 1
5649 10A AuB C 0.6 1
5649 1013 AuB C 0.6 1
1
ry�C,r=^ r;vrufrl" nrr,
: z w-
MAR 2 8 2019
6of8

4
Additional Comments:
All land must be cut for hay.
Overseeding of small grain is optional for this Ian.
Acres shown for pulls 1-6 are based on wetted acreage plan done b
Du C SWCD. Soil types and yields are based on plan done by Duplin
SWCD for these same pulls.
7of8

E
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Family Farms
Owner: Michael Aldridge
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
Plan for the farm named above. !/we know that any expansion to the existing design capacity
Of the waste treatment and/or storage system,or construction of new facilities,will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment,primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify
according to this plan at the appropriate times and rates which produce that the wil no runoff.on the land
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Michael Aldrid e
Signature:
Name of Manager(if different from owner): Date
Signature:
Name of Technical Specialist: Date
Krai Westerbeek
Affiliation: Mu h -Brown,LLC.
Address: 2822 H 24 West,PO Drawer 856
Warsaw,NC 28398
Telephone: 9 93-3434
Signature:
Date
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. it is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application,recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed,the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field(See
USDA, NRCS Field Office Technical Guide Standard 393-Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offske or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

t
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 dama
from animal waste should also be considered. 9e
with a high potential for leaching. Waste/nutrient
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
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 da
breaking dormancy, ys prior to planting of the crop or forages
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal.Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands b
discharge or by over-spraying. Animal waste may be applied to prior converted cropland
Provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

6
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage,or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre-plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Mike Aldridge County: Duplin
Address: 454 N. NC 11 Hwy
Pink Hill, NC 28572 Date: 7/17/2007
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Slope% Pro (s) (In/hr inches) Comments
7 1 3.63 AuB <5 Bermuda 0.6 .5-1 *chan a in arc re 'd
8 3.5 LnA <5 Bermuda 0.6 .5-1
9A 4.15 AuB <5 Bermuda 0.6 .5-1
9B 3.75 AuB <5 Bermuda 0.6 .5-1 change in arc re 'd
10A 3.62 AuB <5 Bermuda 0.6 .5-1
10B 4.29 AuB <5 Bermuda 0.6 .5-1

TABLE 2 -Travelling Irrigation Gun Settings Sheet2
Make, Model and Type of Equipment: 3"Travellers
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Field Number ft/min (in/hr. Width(ft. Len th ft feet Inches at Gun si at reel psi Pattern Comments-Acres per ull
7 3.29 0.48 207 635 279 1
63
8 3.29 0.48 208 572 279 1 50 95 330 3.50 95 330 3.50
9A 3.29 0.48 200 814 279 1 50 5 4.15
98 3.95 0.65 175 859 279 1 9'50 95 220 0 315
75
10A 3.29 0.48 208 671 279 1 50 95 33 33 .62
108 3.29 0.48 208 810 279 1 0 3.
50 96 330 4.2929
22.94

Sheet4
TABLE 4-Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Im ation
Flow Rate of S rink ter pm 205
Operating Pressure at Pump psi 109.7
Design Precipitation Rate inlhry 0.40
Hose Len th feet 984 XXX)OIXXX
T pe of S eed Compensation Mechanical XXxXXXXX
Pum T e{pTO, En ine, Electric Engine
Pump Power Requirement h 23.8
TA13LE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA s .ft.
90 de ree bend 4.94
Dead End 3.5
Tee 2 45
Gate Valve 3.5
45 de ree bend 2.66
Pagel

4
Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy- Brown
Address: P.O. Box 759 Rose Hill, NC 28458
Phone: [phone] r7,, �/
Required Documentation 71c 7
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,pipelines,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.
5. 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-NRCS standard for IRRIGATION WATER CONVEYANCE.
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 of 50'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design has been completed to add additional spray application area to the existing land
currently being used for land application from this farm. This new land must adhere to SB515
setback criteria,which, in the case of this design, requires:
*1 00'setback from wells
*200'setback from residences not owned by the producer
*75'setback from residential property lines
*50'setback from other PL
*75'setback from blue-line streams
All of these setbacks have been considered In this design.
The producer utilizes 2-3"travellers for irrigation , both with Nelson 150 gunes, 984'of hose,
and 1.0"tapor bore nozzles.
Working map provided shows location of proposed pipeline, thrustblocks, air vents, and hydrants
Any significant deviation from this design should be approved by a P.E. or I designee.

y
Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1 inches
Sprinkler Pressure: 50 psi
Fiowrate(GPM): 205 gpm
Wetted Diameter: 279 feet
Lane Soacinos
Desired Spacing(%): 70 %
Design Spacing(feet): 195.3 *PVC irrigation pipe normally comes in 20'pieces,
so and to the nearest multiple of 20.
Actual Spacing(feet): 200 feet
Actual Spacing(%): 72 %
APAPation Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.40 in/hr
300 degree arc= 0.48 in/hr
220 degree arc= 0.65 in/hr
180 degree arc= 0.80 in/hr
Traveller S eed
Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches
300 degree arc= 3.29 ft/min
220 degree arc= 3.95 ft/min
180 degree arc= 6.58 ft/min
Mainline V
Velocity=.408 x Flowrate/pipe diameter squared feet/sec."
*"For buried pipelines,velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity-- 2.32 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 10
Total distance: 3850 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.30 feet/100 feet
Max. Mainline Loss= 11.6 feet or 5.0 psi
Total Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 45 psi
Elevation head: 2.2 psi
Mainline loss: 5.0 psi
Suction head and lift: 2.2 psi
5%fitting loss: 5.2 psi
TOTAL(TDH)= 109.7 psi or 253.3 feet
Horse ower Re uired
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55
Horsepower Required: 23.8 Hp
Thrust Blockin❑
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 109.7 psi
70%of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHA: 21.5
NPSHR: 6.5 *from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage calculations
Puff No. Width Length Start Stop jotal Acres
7 207 635 0.25 0.36 3.63
9A
8 208 572 0.42 0.35 3.50
200 814 0.41
9B 0 4.15
175 859 0.3 0 3.75
10 208 671 0.42
10B 208 810 0 3.62
0.42 0 4.29

OffLOH 150 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE I SOT
150T—Specify sae when ordering
cr0 � Flow
0.70" 0.80" 0.90" 1.0" 1.1" 1.2" 1.3" 1.4"
9317-070 9317-080 9317-090 9317-100 9317-110 9317-120 9317-130
PSI GPM DIA.FT. GPM DIA.FT. GPM DtA.FT G M DIA,Fr. GPM DIA.FT GPM DIA.FT. GPM DIA.FT GPM DIA_Fr.
50 100 250 130 270 165 290 20 1 255 330 300 345 350 360 408 373
60 710 2b5 143 285 182 305 225 325 275 345 330 365 385 380 446 396
70 720 280 155 300 197 320 245 340 295 360 355 380 415 395 483 412
80 128 290 165 310 1 210 335 260 355 315 375 380 395 445 410 516 427
90 135 300 175 320 223 345 275 365 335 390 405 410 475 425 547 442
100 143 310 185 330 235 355 290 375 355 400 425 420 500 440 577 458
110 150 320 195 340 247 365 305 385 370 410 445 430 525 450 605 471
120 57 334 204 350 258 375 320 395 385 420 465 440 545 450 b32 48T
150 TAPER RING NOZZLE 150TR Cam:
150TR=Body+Cap+ 1 Taper Ring Body Taper Ri9 Cap
Specify size when ordering
#9773 #9238-??? #G286
E—j3 cr—VCOCD
'' Flow��~
0.88" 0.96" 1.04" 1.12" 1.2" 1.28" 1.36"
9238-022 9238-024 9238-026 9238-028 9238-030 9238-032 9238-034
PSI GPM DIA.FT. GPM DIA.FT GPM DIA_FT GPM DIA.FT GPM DIA.FT GPM DIA.FT GPM DIA.Fr.
50 135 270 164 286 196 302 233 318 274 333 319 347 369 358
60 148 284 179 301 214 317 255 334 301 351 350 367 405 378
70 159 299 194 315 231 331 276 349 325 366 378 382 437 393
80 170 310 207 330 247 348 1 295 364 347 381 404 397 467 409
90 181 320 220 340 262 357 313 377 368 396 429 411 495 424
100 191 329 231 350 277 366 330 386 388 405 452 423 522 436
110 200 339 243 359 290 376 346 397 407 416 474 433 548 446
120 209 349 253 369 303 386 1 361 407 425 426 495 443 572 457
150 RING NOZZLE 150R COMPONENTS:
15OR=Body+Cap+Set of 7 Rings Body #62RkV #6COP
Specify size when ordering
1low Path
0.86" 0.97" 1.08" 1.18" 1.26" 1.34" 1.41" 1.47"
6287-086 6287-097 6287-108 6287-118 6287-126 6287-134 6287-141
PSI i GPM DIA.FT. GPM DIA.Fr. GPM DIA.Fr. GPM DIA.FT..' GPM DIA.FrI GPM DIA.Fr. GPM DIA.FT. GPM DIA.FT.
50 100 245 . 130 265 165 285 205 300 255 320 1 300 335 1 350 350 385 353
60 110 260 1 143 280 182 300 225 315 275 335 1 330 350 J 385 365 423 368
70 f 120 270 155 290 197 310 245 330 295 350 355 365 1 415 380 458 383
80 128 280 165 300 210 320 260 340 315 360 j 380 380 445 395 490 399
90 135 290 175 310 1 223 330 275 350 335 370 405 390 475 405 522 409
100 i 143 300 j 185 320 j 235 340 290 360 355 380 425 400 500 415 550 419
110 i 150 310 195 330 247 350 1 305 370 1 370 390 445 410 525 425 577 429
120 157 315 204 335 1 258 360 1 320 380 385 400. 1 465 4207 545 435 603 439
Di „W—®-mma m ZV ftuimckwY ee am•P+ dam fm b�
C-P--&n"+I —-P—d-6 n nq.&g d-O W—a.% yF a.ppC an(aws. 4"9�en
HelsonlrrigafionCorporation 848 Airport Pd. Walla Walla,WA"362 USA Te1:SM.525J660 Fax:509S15.7907 E-mail:whon@aelmairrcam Wah site-wwwmlmkrigation.com

on each side of the pipe to Provide support free from voids.
Care should be taken to avoid deforming, di fInal b4ckfiH only after the minima n; depth of cover has
la' Pipe uring
damaging the Pi d chi,phase of the operation.Ikeinf, PF placed andonly
tion. y vath pipeh4 jV-H been
.4 Final backf#11 that of Wk-41. SrFy%F that{
6-4.1 -G9nW-W- After pipeline t,,$dn, fin., backfill shall be SECTIO 7-Spfr Placed and spread in approximatelOTIS
pL.U
manner as to fin the trench
Doti!! ]aYCP in such
unfilled spices u completely so that there Will be no 7-1 Bel hO18s for r9lbber
stalled OL*
under or about racks o;-lu4nps of earth 1; provided ruby- '"JoIr'14- Wh-eP ;he Pipe king ln_
4 with gask4-joint,..bell
lackfill- r--W 6.kfdl Alan be frj��of arg.1;�ks,frozen
the excavated in the bedding mitetial holes shall be
and other debris greatet,thitn clods to ollow for the unobstructed
76 min P imfin diameter.Rolling 14meMblY Of the joint-.-Care shoul4 be taken that t6 be
equipment or heavy tampers should arger than necessary to ac no
be used to consolidate the Cb0;PhL -U hoij is
joint has been made,
the Wh.-q t6
should be ;aie0aly filled with
TABLE 11 THRUST BLOCKING Anp Ali c804S FOR UNDERGROUND
IRRIGATION pE
T
Ptep I. Multiply the working showp t`!We by the ppprojprj
in 040 following table to a min total oe value
If-(lb).
Tff?tVST FACTORS%t
Pipe Size I)Fid End 960
In. Wnl or We Ae 22-1/t
l;lbow Elbow Elba,.
1-1/2 38.1 2.94 4.16 2.26 1.15
2 60.8 4.66 B-46 3.50
2-1/2 63.5 6.65 L78
76.t 9.40 5.10 2.60
3-1/2 88.9, 9.80 13.9 7.51 3-li2
4 101. 12.8 18.1 9.81 4.99
0 16.2 23.0 12.4
6 127.Q 24.7 3 is 6.31
.3 6 IM4 -J�-Q .-9
9.63
6 203A' 84k.2 ;;.7 13.6-
3.5 45.2
10 254.0 91'-fi 130.0 70.0 23.0
304.8 129-0 182.0 .5 3&8
50.3
Based Or'thrust Per kPa(p#)
. Blocking for
7 cross may not bR deeded With long,
V
Val bFjtpch lines.
• T 5.
P,3k - W.. Step 2. Do;pnwoa h
nz�earl
00 below. 919 4Q4;TO1,4'"ke labia
BEARING STRFZfGTjI OF Sqga
Solis And Safe Bearing Load's
Sound Shale ------
.q:
Cemented'Gravel and Sarid 4p oo
ditticult to Pick
Coarse and fine compact Sand 4000 191.5
t-b o0o 143.6
M Z.. Medium spadedClay-Can be spaded
soft Clay 2 65.8
4:0.,Aa Muck 1000
47.9
0
Step 4. Vivide
the total thrust obtained in step .1 by Ih strength at the'011 to get the area needed,M2(ft2). a bearing
'SIDE THRUST ALTERNATE?AOCEDURZ
Si
ze
in. §M6 Thrust per Degree
--- nun lb
2.7
1-1/2
2
.40.4
7.9
2-1/2' 63.51-
j
-76.2
3-1/2
'89.9
4 - 22.4- 6
5 101.6 28.3,--,
2-I 7to
-.6 162.4 291.7
203.2 103.0, 270.5.
1-60.0- 711;7- 1'.
-2�15.0.
Based ini-side.thrust Per 689 kpa
deflection. 00 Psi)PresthM Peg degr6C 91:;-
'NOTE. zolupb- of del side thrust from table bir dd ' .leepari.Mines kPa (psi) grees;divided b IGO t
.0 01aitt ON)side thrust in N
----------------------------

4 '
•tir}
Figure 2. Anchorage blocks for in-line valves.
Table I is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table I by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. for test ressure in r)si
Pipe Diameter 100 PSI 150 PSI 200'"PSI 250 PSI
inches I __. _.
1h 295 440 590 740
2 455 680 910 1140
2-1-2 660 990 1320 1650
3 985 1480 1970- 2460
4 1820 2,720 3630 4540
6 3740 5600 7460 9350
8 6490-' 9740 13,000 16,200
10 10,650 16,000 21,300 26,600
12 .15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51,400
16, 26,600 39,800 53,100 66,400
-6-

Table 2.- _Factors .for Calculating Thrust W for
:' Elbows and'Tees.
Elbows: 9D0 =• 1.41u— Tees = 0.70 Z_
60° _. 1.00 ..
450 = 0.76�
30° = 0.52
22:5° _ 0.39 .
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load_
Soil 1300JO
Mulch, peat and simil f
Soft Cl ay Sa nd Sand and gravel
Sand and 'gravel_ cemented
with clay 4000
Hard shale 10,000
Thrust block area(€t2) - W _- Thrust (Table 1 & Table 2)
01 earing strengt a e 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, -backhoes, or vibrating plows
will be. used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

s
INSTALLATION
0�
Table 4. uESCR,PTION OF T:MBl0MkNT h1ATF.AIAI CLAS5IPJL'A770Ati
SOIL SOIL arscstirTIG.
Diamond Agricultural PVC Pipe should be assembled and CLASS T19Y: -- MATERIAL CLASSIrII:ATION —
installed with uniform and continuous support from a firm CI_I a„h• Ma d,,.med aa,a r,,.aa,n i.L to n I In+rh.(la a.ao d x1•.•r.d
base in accordance with the installation procedures provided akd h••-a�.r�:n.al+ �r•�°a••�' ^•hol,•n
(e..Lrnaha6.t.{.r:Maaar r,,.a.ea ua:w.
in ASTM D2321, and the Installation Guide for PVC Water - -
CluallSa:L•• Baal weu•r;aea ra•eh,m{..•el..W aa:uwe,.lankws..fine. .WL.+nxrr.•1
Pipe (a "pocket-sized" edition is available from your ra�><a.e�.nl.�.e��tIn-4'k -M_J.a.9,%%---Jx.N.
L,r.n. -
representative or from Diamond Plastics Corporation.) a
arse 6aa:9n"u:,.ed an 11..4.ie•e.Mvc tlur OSc n a.nra xn Nx 1n.:r.'c
Cle,n.
Embedment materials are to be in accordance with soil SW hak.d.ra..�axrmanvrcxrr..y
classifications listed under Unified Soil Classification &"'`'r""'`R`"`"`+�"`° —M-2 M""" ""'
Sr {•nn•h paled amda and j...rly ard..h.Ir w...lw^ Aber man WC.J:..a.c
System,ASTM D2487.and ASTM D2488. �..,�-N.,raN-+w•r-I+-rJa.+s=.ra.x^rw. "•'•_r. (''•'n,
CTaa 111 Sad.••• GM Slh7 pa.rh,ra.el•.aN uh m,awea. }O9.w n\wr.l,-xa.r Ia�a.n,:uu..W••n
Te assemble, clean mating surfaces of the bell, spigot, and N.+_-,—1—XK.naa..dm Na N..
gasket. Apply gasket lubricant (furnished by Diamond CCnar •r••� �•���•�•h - 1-�-°-'•• ^ ^'
M Iip•1 a:t•L I.lo•r Wm SWG arusedw tA..,M,a fw+:
Plastics Corporation) .to the entire spigot end up to the SM SaN,.mda.aafshm,,,m,- hh.r, AvR..r... _-I..............N.-
reference mark. Also,apply lubricant to the contact surface M..a"}°`'^•n rJ.x M.101
of the gasket. SC t?.M.a.dc Mw I. wr. M..rah Vs<.f,. +•h ._x,..:.fx
Y:f.e.,ume 4han Sr1{.e.a:a.nf.e Iva.nxt..-..•
C.—I\'5-1, Iltt. laar,anic Cit..aaT r ea.&wi fL—,„hr.+
With the pipe in straight alignment, push the spigot into souk.,.
the bell up to the insertion line. If a pry bar is used to a wx,am•(ky.o14 h.mnl am Pla n ,....+i,.:.......
.:•.• ..h\
han taay.,t+W'vl 4`0.s..-..x L-.. y,rs...,mxr 1.,....�.•y•.:•:
apply force, the pipe should be protected by placing a board 1601 1—,aw,d,,. .na-N•r�. a •.-•w..:_,..•.• 1.•...
between the bar and the pipe. &.ar•—ah-50%.5t� Mr P.— y�»
OI In.rra.:' t.y.hf h:jh PA.,! fa 1hy L..fxxt ha. Mrt
If norrhal force does not complete the joint,disassemble the n,,,,&A, rl
joint and examine the parts to make ce:.ian they are free of 50% '""`" "'1 't'""
at Q,an:(rl.y,
obstructions. Visually inspect the completed joint to insure —P.—M,zoo.a..
the gasket has not been dislodged. ' f9 rraL am,-k awe ,%.fight,-,axe rah.
Skiswas d&med:n ASTM 0I+97.(.rep Im Cla.I ma.n"�-twh,.lk(,I u.A:rhl,1
in wz..ada.(e.-kh ASTM 01497_kw ahan 5%R.•N.
qD..•.c.
••• la a.vad.o(e_,th ASTM D:711T.'urih rAh 5% hl Ile.pas—,N.. �..•.... 1.!t....t.uJ:d.xr
rlu,:Cra.:.e d.,i.mrr rha„rl.66,of Cf—If Nan..r Cf...Ill
Table b.
APPROXIMATE GUIDE FOR ESTMIATED RANGE OF DECREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD The haunching area is most important to the support of
OF PLACEMENT AS P£RCENr OF STASDARD PROCTOR
DENSITY OR RELATIVE DENSITY- PVC pipe. For good support, the haunching area should be
FOR GRANULAR MATERIALS IN PARE TIIESIS•• compacted to the densities given 1n [he' Lon, Term
Deflection Chart.
CLASS OF EMBEDMENT 1 Il Ht IV
hlanufacuuM
16INTCRIAL UFSCRIrTt0.N G-aulm SaiNand G.ad M:,(d•Lrain Fim Grain
Mwfws Soils•Cie. Sods Soars
Figure T
Optim,un_.S.—(dnaem range 9.1' 9 Is b)0 /
hmn ra.ur Dry�Cvttn
Sal Coawldvaon 161.tNA R of Roew to RrL'r.,_1 Dca ly Rang( — "/ .••.,
C_rar,by po—•,^•pc, 95.100 9SAW 95 100 90-100 >r
m avnna (15-1001 .E&IW) i! t
0.n5.1ybl ltoralak IS %fit` 5095 75-90
.- T � •••!•+,••J � i
alx nla.s tM60-7s1 tW K::
Ctmw1•Jar ty'sataratgn f7495 3365}
(W-75) (W w,*i '
"
(+0-W)
Ifya7 crop W i:C' fA 110 (0-7} -
11x..q: t0N0 wh, IaKI rills .{...`::_::.:;.:'.::` :_' 5:::2 •. ...
f+o601 fyl•.v
- — --. �. ---- - --- �':ice :�J`�.v''%fX.�.•
' R(1.x.�.4.�-....: .•ry1.n(ai(mIKS(Y
mrpa.hrd-..d...�ah.L,r�n.n d.fl(,raa.l„\ra nl vxl Ihr a,!:.•n.+ .60, Inu.dr g..I wr amt
. ,n..... 4
... . ex....Jr\.[n xar A,,u.J dr\gx.dw.\. 7...4
,,...
.•.....a xxwr 1.+.,rn,a

Irrigation VVMw Conveyance Semicircular bottom that closely fits the pipe. the width
StW not exceed High-Pressure, Underground, Plastic more that 10 the outside diameter of the pipe by
r9 percent.
Pipeline Specifications The trench bottom shall be uniform so that the pipe lies
on the bottom without bridging-Clods,rocks,and uneven
spots that can damage the pipe or cause nonuniform sup•
hnztnllztlon Mort shall be removed.
If rocks, boulders, or any other material that can damage
IAInImum dagtt: of cow. Pipe shall be installed at saaffa. the Pipe are encountered,the trench bottom shall be under•
cut a minimum of 4 in below final grade and filled with bed.
dent depth below the ground surface to provide protection ding material consisting of sand or compacted fine-grained
from hazards imposed by traffic crossings.farming opera- soils.
lions. freezing temperatures,or soil cracking. The minimum Pipelines having a diameter of+A through 21k in that are
depth of cover for pipe susceptible to any of these hazards to be placed in areas not subject to vehicular loads and in
shall be: soils that do not crack
appreciably when dry may be placed
—�— by using"plow-in"equipment instead of conventional
Pipe diameter Depth of corer trenching.
b in Provisions shall be made to insure safe working g condi-
1Nrcugh-2+/�""" "' .._-.-.--- ....-... ... 1s bons where unstable soil.trench' depth,or other conditions
through 5.......................................„._...........»..... can be hazardous to Personnel 6 or more...-- """ 30 Pe working in the trench.
In areas where the pipe will not b Placement.Care shall be taken to prevent permanent dis.
e susceptible to km- tortion and damage when handling the pipe during unusu-
in4 and vehicular or cuitivation hazarls and the soils do not ally warm or cold weather.The pipe shall be allowed to
Crack aPPreciably when dry,the minimum depth of cover coma within a tow degrees of the temperature it will have
may be reduced to: after it is completely covered before placing the backfill,
other than that needed for shading, or before connecting
ape d ow ar Dar t per the Pipe to other facilities.The pipe shall be uniformly and
ar continuously supported over its entire length on firm stable
'A wa+gr 1'k _..._...._..•- .w,,,•,,,.,,,...� _ g material.Blocking or mounding shall not be used to bring
2"wough 3.....................—..........._..._..,_......._... 12 Me Pipe to final grade.
tare ugh 6�..._................. ..... ._..._...._.._...._..,.. t8 For Pipe with bell joints.bell holes shall be excavated in
than •..--.---.,.. 24 the bedding material.as needed.to allow for unobstructed
cranberry bobs where the of Permit the body of the pipe to
In crag the joint and to
Pips is not susceptible to be in contact with the bedding material throughout its
freezing and heavy equipment is never allowed.the mini- length.
mum depth of cover may be 6 in for a 64n diameter pipe
and 12 in for a larger pipe,
The minimum waver Joints and Connections.All joints and connections shall
be reduced b 2 tit where �Pi O is 6 in but may be designed and cone to withstand the design maxi-
beons Mrwher The minimum mum working pressure for the pipeline without leakage and
cover for PVG pipe in cranberry bogs,where the pipe is� to leave the inside of the line free of
be protected from freezing after t�rirtter flooding.shag be t2 any obstruction that
in.If the winter flood equals or exceeds 12 in.Where the
tend to reduce its capacity below design requirements.
winter flood is Isss than t2 in.the top of the pipe shalt be All fittings,such as coupl'mgs, reducers. bends. tees,and
at least 24 in below the water crosses,shall be installed according to the recom_menda-
sheg De used at all vent-welded joints tions of the pipe manutacbAu connections of PVC pipe where pest Fittings made of steel or other metals susceptible to cor-
- and muck exist in their t1>orlttal��pattern. Rubber
gasket joirtrs may be used lot O%NvQ normal bedding proce- rosion shall be adequately protected by being wrapped with
dures where coarse sand or cement tttysrs exist. Plastic tape or by being coated with a substance that has
places on the high corrosion-preventative qualities. If plastic tape is used,
At low ground surface.extra toll m be
� a!!surfaces snail be thoroughly cleaned and coated with a
Placed aver the pipeline to
Provide the minimum depth of primer compatible with the tarps before
Covet The top width of the fin shall then be no less than 10PPin9'
It and the side slopes no steeper than 6:1. ff extra proteo.
bon is needed at vehicle crossings,encasement pipe or Thrust block&.Thrust blocks must be formed against a
other approved methods may be used. solid hand-excavated trench wall undamag
ed by mechani-
cal equipment.They shag be constructed of concrete,and
Trench construction. The trench at any point below the space between the pipe and trench wall shall be filled
the top of the pipe shall be only wide enough to permit to the height a the outside diameter of the pipe or as spec-
the pipe to be easily placed and joined and to allow the Wmd by the manufacturer.
initial backfill material to be uniformly placed under the Testing.The pipeline shall be tested for Pressure strength,
haunches and along the side of the pipe. The maximum P 9t .
trench width shall be 36 in greater than the diameter of leakage.and proper functioning. The tests may be per-
the pipe. It the trench is precision excavated and has a formed r sbefere Bing or anytime after me pipeline is
ready for service.
SCS, January 1989

Irrigation Water Conveyance 430-DD-5
Tests for pressure strength and leaks shall be accom. certify with supporting test results that the pipe meets the
pushed by inspecting the pipeline and appurtenances while requirements specified in this standard. The seat of
the maximum working pressure is maintained and all joints approval of a r
and connections are uncovered.or by observing normal the ASTM ecogons l laboratory an pipe bearing one of
be
operation of the pipeline after it is put into service.Partial accepted for this acertificat�ion Standard in thm y
backfclis needed to hold the pipe in place during testing The installing contractor shad certify that his or her instal.
shall be placed as specified in "Initial Backfill."Any leaks lation compiies with the requirements of this standard. He
shall be repaired and the system retested. or she shall furnish a written guarantee that protects the
The pipeline shall be tested to insure that it functions owner against defective workmanship and materials for not
property at design capacity. At or below design capacity less than 1 year.The certification identifies the maniac.
there shall be no objectionable flow conditions. Objection- turer and markings of the pipe used.
ble flow conditions shall include water hammer, continuing
unsteady delivery of water,damage to the pipeline,or detri-
mental discharge from control valves. Materials
Initial backfill. Hand, mechanical, or water packing meth- Quality of plastic pipe.The compound used in manufac.
ods may be used. turing the pipe shall meet the requirements of one of the
The initial backfill material shall be soil or sand that is following materials:
free from rocks or stones larger than 1 in. in diameter.At
the time of placement. the moisture content of the material 1. Polyvinyl chloride(PVC)as specified in ASTM-0-1784.
shad be such that the required degree of compaction can
be obtained with the backfill method to be used.The initial
backfill material shall be placed so that the pipe will not be M Code
Material classification
displaced.excessively deformed,or damaged.
If backfilling is done by hand or mechanical means,the j�1,Grad°1"""»" " ----"»'»"»"'•' 12454-8
initial fill shall be compacted firmly around and above the 1.Grade 2................„....». ".." » 12454-C
lyps11.Grads 1........»...».».».........».».:..........._.... 14333-0
Pipe as required to Provide adequate lateral support to the
pipe' 2. Acryfonitrile-butadiene-styrene(ABS)as specified in
If the water packing method is used,the pipeline first ASTM-0-1788.
shall be filled with water.The initial backfill before wetting
shad be of sufficient depth to insure complete coverage of Code
the pipe after consolidation. Water packing is accomplished Material classification
by adding enough water to diked reaches of the trench to TyPe 1.Grade 2.»M__»»............»
thoroughly saturate the initial backtiill without excessive "»`""""'»"'»"»'» 3-5-2
�1.Grade 3...».._..........................._..........._...... 3-r5
pooling.After the backfill is saturated, the pipeline shall Type 11.Grade 1..........._......... 5
remain full until after the final backfill is made. The wetted
fill shall be allowed to dry until firm before beginning the 3. Polyethylene(PE)as specified in ASTM-D.-1248.
final backfill.
Final baekflN.The final backfill material shall be free of Code
Material Classification
large rocks, frozen clods, and other debris greater than 3 Grade P14.Class C..........»»».» ....»».»»..»......., IC-P14
in.in diameter.The material shall be placed and spread in Grads P23.Class C..................».......... .... IiC•4023
approximately uniform layers so that there will be no Grade P33.Class C...................
unfilled spaces in the backfill and the backfill will be level Grade P34,Class C....................-........................ IVC-P34
with the natural ground or at the design grade required to
Provide the minimum depth of cover after settlement.Roll. The pipe shad be homogeneous throughout and free
ing equipment shall not be used to consolidate the final from visible cracks.holes, foreign matter, or other defects.
backfill until the specified minimum depth of cover has The pine shall be as uniform in color, opacity,density, and
been placed. other physical properties as is commercially practicable.
All special backfilling requirements of the pipe manufac-
turer shall be met. Plpe faquimmenta.Ad pipe installed under this standard
shall be pressure rated for water,
88sls of acceptance.The acceptability of the pipeline The relationship between standard dimension ratios,
shall be determined by inspections to check compliance dimensions,hydrostatic design suesses.and pressure rat•
with all the provisions of this standard with respect to the ings shad be determined by one of the following formulas:
design of the line, the pipe and pipe marking,the appurte- For PVC,ASS,and PE pipe with outside diameter
nanees.and the minimum installation requirements. controlled: -
Certifications and guarantee. If requested by the state
conservation engineer, a qualified testing laboratory must p ' , -1 or P R-1
i SCS, January 1989

FRICTION LOSS CHARTS
{ FOR DIAMOND PIPE
IPS DIMENSION
O 4-Inch 5-Inch 6-Inch
Gallons 8-Inch 10-Inch 12-Inch
Per Min.
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150 1.11
160 1',26
170 1.41
180 1.57
190 1.73
200 1.90
220 2.28 .81 :34
240 2.67 .09
260 '95 •40 .10
3.10 1.10 .46 .12
280 3.56 1.26 .54
300 4.04 .14
1.43 .61 320 4.56 1.62 .69 .17
340 5.10 .19
1.82 .77 1 360 5.67 2.02 .86 .2]
380 6.26 2.22 .24
400 •05 .26
6.90 2.45 1.04 .28
420 2.69 1.14 10
440 2.92 .31 .10
460 1.25. .34 .11
480 3.18 135 .37
3.44 1.46 .12
500 3.70 :4] .14 •
550 1.58 .43 _
1.89 15 .060
650 2.22 . .18 .083
700 -71 0 2.58 .61 -24.21 .096
.110
3
750 .36 .81 .28 '.125
800 .93 -.32 .141
850 3.78 1.04 .36 .158
900 Table based on Hazen-Williams 4 24 1.17 .40 .175
950 4.71 1.30 .44
equation=Cw= 150 5.21 1.44 .194
1000 .49 .213
1%To find friction head loss in 5 73 1.58 .54 .233
1050 PVC pipe having a standard
1100 1.73 .59 .254
dimension ratio other than 21, 1.88
1150 the values in the table should •65 .276
1200 2.05 .70 .298
1250 be multiplied by the 2.21 76
appropriate conversion factor 2.39 .322
1300 •.82 .346
1350 (f) shown below: 2.57 .88 .371
14002.76 .95 .397
1450 2.95 ].01 .4 23
FS-DR PR � 3.16 150t: j 1.08 .451
21 200 PSI 1.00 3.35 1.15 .508
1600 26 160 PSI .97
1700 32.5 125 PSI _84 1.30 .568
1800 41 100 PSI 785 1.45 fi32
1900 51 80 PSI .75 1.62 _698
2000 64 63 PSI 71 1.79 .767
- - - _ 1.97 _840
' )ss below bold tine indicates velocities in excess of 5 feet per second
:locities which exceed 5 feet per second are not recommended.

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Field Calibration Procedures , ,
` J'i^ for Animal Wastewater Applittio h Equipment
•
' -`\i t`, f♦`� ire' art\'' - -".J�s�1 l�� - - _ t�i ILL ` \
HARD NOSE AN
�.1, i\` \_! rii'�'''�� • s, '_ CABLE TOW \- __ ••tl!\I\ /3r~[
T�Yl.�.t,L��i� "11,1 1 i
IRRIGATION SYSTEII%i,!
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Northarnlf�aglSrQe:University
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MAR 282019 (y ,c;►�
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Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE Land application equipment used on animal production farms must be field
AND CABLE ' calibrated or evaluated in accordance with existing design charts and tables
TOW TRAVELER according to state rules that went into effect September 1, 1996.Technical
IRRIGATION SYSTEM Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been-provided calibration and adjustment
guidance for all land application equipment.The rules apply to irrigation sys-
tems as well as all other types of liquid,slurry, or solid application equipment.
Information presented in manufacturers'charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear.As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in-manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems. :.
General Guidelines
average application volume and application unifor-
Operating an irrigation system differently than mi
assumed in the design will alter the application rate PP� An in-line flow meter installed in the main
uniformity of coverage, and subsequently the agplica- irrigation line provides a good estimate of the total
lion uniformity.Operating with excessive pressure ; volume um
results in smaller droplets, pumped from the lagoon during each irriga-
P ,greater potential for drift, ? tion cycle.The average application depth can be
and accelerates wear of the sprinkler nozzle.Pump determined by dividing the
Pumped volumwear tends to reduce operating pressure and flow application area.The average tion a e� e
With continued use,nozzle wear results in an increase ': computed from the formula: PP P
in the nozzle opening,which will increase the
discharge rate while decreasing the wetted diameter. Average application depth(inches)_
Clogging of nozzles or crystallization of main lines Volume pumped(gallons)
can result in increased pump pressure but reduced
flaw at the 27,154(gal/ac-in)X Application area(acres)
gun.Plugged intakes will reduce operating
pressure.An operating pressure below design pressure The average application depth is the average
greatly reduces the coverage diameter and application amount applied throughout the field. Unfortunately,
uniformity.Field calibration helps ensure that nutri- •` sprinklers do not apply the same depth of water
ents from animal waste are applied uniformly and at throughout their wetted diameter. Under normal
proper rates. operating conditions application depth decreases
The calibration of a hard hose or cable tow system ? towards the outer perimeter of the wetted diameter involves setting out collection containers,operating Big gun sprinkler systems typically have overlap
the system,measuring the amount of wastewater c based on a design sprinkler spacing of 70 to 80
collected in each container,and then computing the percent of the wetted sprinkler diameter to compen-
n

Field Calibration Procedures
for Animal Wastewater Application Equipment
sate for the declining application along the outer The volume(depth)collected during calibration
perimeter.When operated at the design pressure, this ' should be read soon after the sprinkler gun cart has
overlap results in acceptable application uniformity. ? moved one wetted radius past the collection gauges
When operated improperly,well-designed systems to minimize evaporation from the rain gauge.Where
will not provide acceptable application uniformity. a procedure must be performed more than once,
For example,if the pressure is too low,the applica- containers should be read and values recorded
lion depth will be several times higher near the c immediately after each setup.
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers' Calibration Setup for Hard Hose and
charts.Even through the average application depth = Cable Tow Traveling Guns
may be acceptable,some areas receive excessively
high application while others receive no application Hard hose and cable tow traveling guns are calibrated
at all. = by placing a row(transect)of collection containers or
When applying wastewater high in nutrients, it is gaug�.parPendi�ar to the direction of travel,Figure
important to determine the application uniformity. 1.The outer gauge on each end of the row should
Collection containers distributed throughout the extend Past the furthest distance the gun will throw
; wastewater to ensure that the calibration is performed
application area must be used to evaluate application
uniformity. on the"full"wetted diameter of the gun sprinkler.
Many types of containers can be used to collect Multiple rows increase the accuracy of the calibration.
flow and determine the application uniformity. Containers should be spaced no further apart than
Standard rain gauges work best and are recom- 1/16 of the wetted diameter of the gun sprinkler not
mended because they already have a graduated scale ' to exceed 25 feet.At least 16 gauges should be used in
the calibration.Sixteen gauges will be adequate
from which to read the application depth.
Pans,plastic buckets,jars,or anything with a except for large guns where the wetted diameter
uniform opening and cross section can be used ` exceeds 400 feet
provided the container is deep enough(at least 4 (Maximum recommended spacing between
inches deep)to prevent splash and excessive evapora- gauges, X 16=400 feet.)Gauges should be set
lion, and the liquid collected can be easily trans- at least one full wetted diameter of throw from either
ferred to a stated container for measuring.All con- and of the travel lane,as shown in Figure Z_
tainers should be the same size and shape to simplify The system should be operated such that the
application depth computations. : minimum travel distance of the gun cart exceeds the
All collection containers should be set up at the `All diameter of throw.Application volumes
same height relative to the height of the sprinkler should be read as soon as the last gauges stop being
nozzle(discharge elevation).Normally,the top of wetted.
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop.The crop
canopy should be trimmed to preclude interference
or splash into the collection.container.
Calibration should be performed during periods
of low evaporation-Best times are,before 10 am. or
after 4 p.m. on days with light wind(less than 5
miles per hour). On cool,cloudy days the calibration
can be performed anytime when wind velocity is less
than 5 mph.
(4)

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart
Left Right
Row of 8 7 6 5 4 3 2 1 3 2 collllectionn �� o o o o o o p p 3 4 5 6 7 8
0 0 0 0 0 o p p Gun
Direction of travel cart
<�_Wetted diameter(320 feet) At least one wetted
diameter Jend of field
I
Figure I.General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation sy
stems.
CALIBRATiON'PROCE.._.URES
, -
: --
- ,;�• ,4;a -::y::► ,: icy _.7
1. !] <- 'ad;ij`.`"' � ,,<":a —"'�F13•—.pj.37s:• Yn ,OMB
ete�inirie'tFie.,. t e - - �.�r�Y. �. _ � F.
wetted. �eter of th' - '' y =::� X.
� s
diam a gun' �_Q;.: ; .._ u. ' s., = ;:
2. . war s ¢ May
rie the`nu ,-: .. = ,Y�ri11Je[ Of.C011ectiori gauges N�=u� •x - _::f" k - r
feeir.the rairi. .a 9 9�aricispaang�befweerf ai '::`' :�` -~.4` -'�� :.x �.- '= "�4
_,,_9 uge•spacf should ,9_,..ges;Fot.a;wetted:d a
r!9- not exceec120 feet(320:ft : _ !_m e 4 �.
},:.�: _ axe+ %
gauges,g cituvard.fiorri the•,u -
- .kart. •:,u. ��.
gun - as either'left of:right' 1 -
:Set out es al _ -
9aP9. on"a row: -- _r;:°, ,6.31 p:.<�-r .-... _�,� ,_
item 2 20 f 9 labeled and shown ingiire
' should ~iial ced a e =�,
( eel:The row _ {
u1d be at least one wetted diamet ::frQin eitlier:eri o
gauge on:each side of the travel lane " ,
should be ,• ,t.;_ 3- .�
gauge spacing oft,0 1/2 the au e 5 ��-
9. 9 .Patin from
,9 fee L and Rl should be 0 t from tFe �, ��te t foie Panes Qra,�;� ;<
1 feE - ut` a_ ate.., �::-
_ - center-of thie 1,
:S. Operate the ste '-
me-that _•:: .:�:4 �_� ,:
sy rrr.fQr-the time re tiirecl f �•_� __'the"startin „ q or.thejgun to tom lete ems
p ._•.pass at[collection-con iners; ecord� .
9-.ti wastewater begins to.be-a lied along:the;row;._',`-```;``rr 'r _ ':•-�� • .^
when wastewater.:_no long lien-ari PA K.
eet for the time- er>`s_beingaPP, _ r*wherealvrig'the„Tov '41s ga s - ndrr�y n
of operation:- g _ecordthe.dtt L
Sfti•
a �
Y- t ,�ati
•6 -
aj._.
...., r
`rimed• = _: :. ..x.r
Y ttieaanioiints cone - ':` ':'� �, E -
cted in each 'aii.e`. r � � ,_.... Y 7
_ : . .g (Refer to'Table.l.foT. _ t -
r = _ - an exam e `
7: - - .ram;=;,:, ..ys : .�.- - _ :'
Idea those `air -.� -� x -� .
t!fY.• gauges cle the - - -
`voliirrie thaE wou effective-lane spacings F'r ure := � � � - ,
Id.be collected v_irlien'op = 9. hIs:YAt�rrae rse:ove s .
pep the sy5teni'on ="s�- =y :>
s r.
-� :the`g lacei t to
Perim �= �`" - - - " - �"' :,�_=° •�M-- - ��- �
P°Se(lefttoright.andvicev :� ;' = .:
inside the gauge .j.just butsicle`thd effe c a -
the effective width-Add the vof es to ether"`` ctnre idtb wi i _e ga ,g j'- !`
For the] in Fi _-- _ �; ' �� - ._ � - -�
9 add :_:*=:,=.z:- .�;.,
lane` _ _ ure 2,. the volume(de co'Ile _
s aan P cted:in='emu a=RS- nutsrdeab ,e{f
_ _P- • g)to,voltime-(depth)-collected in gauge`L5:{inside tfief effec`tiv
added to L6;L8 is added�to R5;aria U-is added - - - yc3 �• mr�
the effective fane3 ` to'R6=Tliis.asti_the:;a'`JcatroFrvo
pacing•adjusted for overly =;_ :::::::,,.;,,¢yam ,,::PP_ y��., ,icrmee _p. r,r �
,� r °' 'fit''-�-'

Field Calibration Procedures
for Animal Wastewater Application Equipment
Lane 1 Lane 2 =�
Reel cart INN
Left Right
8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
I
00 �000000 00000000 Left Right
8 7 1 6 5 4 3 2 1 1 2 3 4 5 6 (7 g Gun
001000000 000000 0 tart
Direction of travel Gun
cart I
� ' I
I
Effective(224 fLet)
Effective lane s ung I
(224 feet
1
Figure 2.Accounting for overlap
when calibrating a hard hose traveler system.
CALIBRATION:PROCEDURES(continued) ..
'9."Add the arrioiirits-collected"ki-all gauges and divide by the number of gauges within the effective area.This
is the-average applicat16fi depth Cinches)within the effective lane spacing:
Sum of amounts collected-in all gauges
"r� derage application eptti
_ _�5� -'- .Number of gauges-within effective width
.10.Calculate the deviation`dep#h.fo�each gauge:_The deviation depth is the difference between each
indnriduai gauge:valie:and tFie average value of all gauges(#�.Record'the absolute value of each
deuiatiori'clepth:.Absolute value means the`sign of the number(negative sign)is dropped and all values are
treated'as positive:The symbol for absolute value is a straight thin line. For example,12i means treat the
`number 2 as.an absolute value:It sloes-not mean the number 121. Because this symbol can lead to
misunderstandings,it:ii hot used with.numbers in the worksheets at the end of this publication:The
mbol i3:Used in formulas intfie text:
t..
.
Deviation dep#ti_ Depth collected•in.gauge 17 average application depth)
ta'th' ail a number..
-g- ..9
71.Add amounts'in#10 to get"suni of_.the deviatioru"from`the average depth and divide bk the numb_er of
-_ ;gauges to get. average•deviation:
Buhl of deviations(add amounts computed in.#10)
Average-deviation:depth
- `Number of gauges within effective lane spacing
12.The precipitation rate:(inches/hour)is computed by dividing tl a average-application depth(inch)(49)by
the application-tune(Hours)(#5) -
- :Average application depth(inch)
Precipitation_rate.=
:. Application time(hours)

HARD HOSE AND CABLE TOW TRAVELER
�^ IRRIGATION SYSTEMS
7 =
CALIBRATION PROCEDURES(continued)
13.Compute the average travel speed
Average travel speed= Distance traveled(feet)
Time(minutes)
14.Determine the application uniformity.The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient
It is computed as follows:
Average depth(#9)—Average deviation(#11)
' U.= - X100
Average depth(#9)
15.interpret the calibration results.The higher the index value,the more uniform the application.An index of
1100 would mean that the uniformity is perfect—the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good"range and is acceptable for wastewater
application.
Generally,an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers.If the computed Uc is less than 70 system adjustments
cyst J stments are required.Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1.Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers`Specifications: Gun Model 150 Type Ta ear Bore
Nozzle Dia.0.9 inch Pressure(Gun)70 si Reel 105 psi
Wetted diameter.3. 20 ft Effective Spacing 224 ft Flow 19 GGPM
Hose Size:Length 800 ft Diameter 3 in
b. Spacing between collection containers(spaicing 320(ft)/16)=20 ft
r ..
-c. Number of gauges=16
d. Start of irrigation event 7:15 a.m.
e. End of Irrigation event 9:00 a.m.
f. . Duration(e-d) 105 minutes
g. Travel distance 320 feet
5
�- h. Operate the system and collect data.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1.Calibration Data(continued)
Gauge Distance Volume Overlap Corrected Deviation
No. from Center Collected Adjustment Volume from Average*
(feet) (inches) (inches) (inches)) (inches)
Ll 10 .94 -- -- .94 .235 CI -j)
L2 30 .80 .80 .095(2-j)
L3 50 .59 .59 .115(etc)
L4 70 .61 .61 .095
L5 90 .50 .13 .63 .075
W 110 .42 .20 .62 .085
U` 130 .33
L8 150 .07
Rl 10 .73 J3 .025
R2 30 .81 .81 .105
R3 50 .92 .92 .215
R4 70 .64 .64 .065
R5 90 .50 .07 .57 .135
R6 110 .27 .33 .60 .10S
R7 130 . .20
R8 150 .13
*Absolute value;treat all values as positive.
I. Sum of all volumes collected in#h 8.46 inches
j: Average catch(i/number of gauges within-effective width(12) 705 ' ches
Distance traveled(ft) 320 ft
IL Compute the average travel speed= = 3.04 ft/min
Time(min) 105 min
average depth(inches) 0.705 in
1. Precipitation rate= -- . -- - _ = inLhr
application time(hour) .1.75 hr
m. Sum of deviations from the average catch 1.356
n. Average deviation from average catch (m/12) 0.113
o. Uniformity coefficient
0.705-0.113
Uc=. X 100=84
.0.705
p. Interpret results.Uniformity coefficient of 84 is in the good range for a traveler system. No adjustment "
is necessary,

s R.
S
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: _ Land Owner Farm No.
a. Manufacturers'Specifications: Gun Model Type
Nozzle Dia. in Pressure(Gun)_ (Reel)
Wetted diameter ft Effective Spacing ft Flow , GPM
Hose Size: Length ft Diameter in
b.Spacing between collection containers(diameter eft)/16)= ft
C. wetted diameter(ft)
Number of gauges= - -- _ - _
gauge spacing(ft) -
d. Start of irrigation event R"Im
e. End of Irrigation event 8 7 6 S 4 12 1 1 2 ; 4 S 6 7 B
�O O O O O O O O O O O O*a O O
Left !1
f. Duration(e-d) min oa1ooaoob boo;;o' , `cam
"' I
I
g. Travel distance feet
h. Operate the system, collect data, l I t
I I
and record on the worksheet on page 8. I r+I --'t
L Sum of all catches inches
j. Average catch(i/number of gauges) inches I I
k. Average travel speed= Distance traveled(ft) _
Time(min)
1. Sum of all deviations from the average catch
m. Average deviation from average catch
n. Uniformity coefficient
U`=- X 100 =
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the"good" range and is acceptable for wastewater application.
Generally,an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers.if the computed Uc is less than 70,system adjustments are required.Contact your irrigation dealer or
Certified Technical Specialist for assistance.
x
U

0
Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data(continued
Gauge Distance Volume Overlap `Corrected Deviation
No. from Center Collected Adjustment Volume from Average*
(feet) (inches) (inches) (inches) (inches)
Ll — -
L2
L3
L4
L5
L6
L7
L8
L9
L10
R1
R2
R3
R4 _
R5
R6
R7-
R8
R9
R10
*Absolute value;
treat all values as positive. Red cart
LeftM
eow of 8 7 6 5 4 3' 2 7 t 2 3 4 5 6 7 8
collection 0 a 0 a 0 0 0 a0000000
gauges
Gun
cart
Direction of navel
Wetted darrreter At teak one wetted
(320 feet) diameter end of field

{
BERKELEY PUMPS CURVE 4117
DATE 3-1-88
PAGE 2.02
TYPE "B" RATING CURVES SUPERSEDES
ENGINE DRIVE Curve4117 Page 2.02
m Dated 4-1-85
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_F"C-f4VAiT l0N AND^FILL VOLUMES
---`'ARE CORRECT -- -- �
MIKE ALDRIDGE - 4 (720) FINISHING HOUSES
SITE - NC HWY. 11 - DUPLIN COUNTY
e
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ft s rrrr
DIRECTIONS: FROM KENANSVILLE TAKE HIGHWAY 11 TOWARDS PINK
HILL, APPROX. 1 MILE ON THE RIGHT PAST HWY. 111.
MAILING ADDRESS: SHIPPING ADDRESS:
MR. MIKE ALDRIDGE MR. MIKE ALDRIDGE
RT. 2 BOX 23 NC HWY 11
PINK HILL, NC 28572 PINK HILL, NC 28572
PHONE # (919) 568-6206
WORK # (919) 296-2102
BROWN'S OF CAROLINA.INC.
3U3 EAST COLLEGE Sl'REL•T • P.O. BOX 487 • WARSAW.N.C.28398-0187 0 OFFICE: [phone] FAX:[phone]

Operator:M. Aldridge 12 County: Duplin Date: 06/3.
Distance to nearest residence (other than owner) : 1500.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2880 head (finishing only) x 135 lbs. = 388800 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = Sl�.1�,z �y �.!' �. i ,.Styes ��)�;�
0.0 cubic feet y
4 ` TOTAL DESIGN VOLUME
Inside top length 33'0.0 fee%6.5
; Inside top width 198.0 feet
Top of dike at elevation feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 45.5 feet
Bottom of lagoon elevation 32.5 feet
Seasonal high water table elevation 37.0 feet
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 324.0 192.0 13.00
AREA OF TOP
LENGTH * WIDTH =
324.0 192.0 62208 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
246.0 '114.0 28044 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
285.0 153.0 174420 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
62208.0 174420.0 28044.0 2.2

VOI.���;i dF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 573456 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
330.0 198.0 square feet
G93ecl
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 65340.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily4 production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 95178 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 38115.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 40837.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 95178 cubic feet
5B. 0 cubic feet
5C. 38115 cubic feet
5D. 40838 cubic feet
TOTAL 174131 cubic feet
6. SUMMARY
SSG 7z5
Total required volume - —!i�:cubic feet
Total design volume avail. 573456 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev. 40.3 feet ; Volume is 290145 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 532619 -cubic feet
At elev. 44.7 feet ; Volume is 524674 cubic feet (start pumping)
Seasonal 'gh water table elevation 37.0 feet
7. DESIGNED BY: f/4.-' APPROVED BY:
DATE: �� �-!S DATE:
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL VOLUMES
NOTE: SEE ATTACHED WASTE UTILIZATI --- ARE CORRECT

SPECIFICATIONS-FOR-CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------------------- -
Clearing:
All trees and brush shall be removed from the construction
before any excavating or fill is started.
within the area of the foundation of the emStumpsbankme will
barea
and all excavated areas. Stumps will be removed
inch in diameter shall be removed t a minimum d nt and fill areas
stumpsand roots exceeding one
foot. Satisfactory (�)
foundation area shall be loosened(thoroughly hl depth b one (1)
rY disposition will be made of all debris. The
embankment material. Lagoon site g y before
stripped of topsoil (3�� (and Pad site if neededement of
p (2-3 ) and stockpiled for use on dike ) to be
s ) . The one in quantity is in excess of aountad
specified on page one (1) .
s
Cut-off Trench:
A cut-off trench (when specified) shall b
the plans, e installed as shown in
Construction:
i
construction of excavated and earthf ill are
the neat lines and grades as as shall be require prior a Planned. Deviations from this will to
max. of 6�� approval of the SCS. Earthfill shall be
lifts and not placed in standing
performed by the construction equipment water, placed h
Placement. The embankment of the lagoon shall be • Compaction shall be
eagoo os sll be foot roller during
the more impervious materials.
include ten (10 Construction of fill sheights talled ushall
when areas of unsuitable materiallarent. To be excavated a encountered,
against seepage,
compacted with mini a of one (1) foot below they will need ato
n
investigation-. informationoindtheterial grade and Refebackr
to - h and
Precautions should ma taken during construct
{ie-CL,Sial c Refer to -the soil
Plans for special considerations,
erosion and sedimentation. ion to
prevent excessive
Vegetation:
Ale exposed embankment and other bare constructed a
seeded to the planned t reap shall be
,construction according toeseedingespecificatio i
tation as soon as possible after
specifications sheet.

the fluid level reaches elevation 40. 3 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 133293 cubic feet or 997033 gallons. As stated before, this
volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
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.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess. in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimwa treatment depth (6 feet) .
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:
I. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. 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 pump-out of the lagoon when fluid level re4ches eleva-
tion 44.7 as marked by permanent marker. Stop pump-out when

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 5.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
300 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
40 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
10 TONS OF DOLOMITIC LIME (Z TONS/ACRE)
500 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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U. 5. Department of Agriculture NC-ENG-34
Soil Conservation Service
September 198o
File Code: 21n
WAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner �a _ � L
County
Communi ty or:Group.No., Conseritatiort PIan No.'
. .:: :: .: . :.. .::... . .- - • !.a .ten:.. .
Estimated Depth--:of Waterrto Top:.of;;m& Ft. Length of Flood Pool
Date of Field Hazard-Investigation.,. q'
Evaluation by _reach of flood plain=do�mstream to the point:of estimated minor effect
'from sudden ' dam ,failure.
.._ r-'•��,;;;-. ._ -
- st. E.-ev:-1.- _st. -• ' : ' iAbove,
evati
onKind of BreachReach: Len9 :--Width; =`SIp :, inse _ !Tprom
Above'- . :Floodwater.:!Above
Ft: ' flood'Plain: =F1ood-Plain
--------------
3
Describe potential for loss of life and damage' to existing or probable'-future°:downstream
improvements from a sudden'breach - i
Hazard Clas'•sification of Dam (a� b, c) (see NEM-Part 520.21)
�A ww -
Classification (I, II, III, , V)
By
n e title.
Date
Concurred -By �-- _r
name &)j - ti tI e
Date �
NOTE.-. 1. instr�ictiaris_-on =reverse 's1de.. _
2..: :Attach-_additional-;sheeti-as needed:::
MAR 2 8 2019

_VESTiGA_l;0N 10 SUi_l_AE;L,_i:%. Cj:_
SO lN
FARMER'S NAME-Atke-
DATE DISTRICT r
S. C-S. PHOTO SHEET NO-— iff
COUNTY.
WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE:—ACRES
WOODLAISTD—ACRES TOTA-L—
ACRES POND M.ARQ WORK UNIT CON
SKETCH OF PROPOSED-POND SHOWING WHERE BORINGS WERE MADE (Approx.scale 1-=
CONSERVATIONIST
locate reference Pon' center ling Of dam and identity on sketch —feet)
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and splaway partners first.then sanded and boryo_pit
M,Oatinued.on back where necessary) Shan&Ojer,table area and S4M-rote with d U.,.
SCALE twns On dam-site 6oings,
2 - 3 4 5 6 7 7
9 10 11 12 13 14 15 16 17 18 19 —— ———20 21 22 23
S�
sc�
3-54
3.11
BORINGS MADE By 6• A lrl., 1.. SIGNATURE: &Tr= A

;yt uv'�,art::Gttl Ct l.Q��cr'.21ipn Aeric . NL,. !;' (:!
-�mf unure Service
�-f.
— — Telephone [phone]
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL IMFORAIATION - -- — — — -- -
I
NA-ME U S c �1 f( e r — LOCATION
TELEPHONE- SIZE OF OPERATION Zl
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER S 00 Z'+
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE
IS SITE WITHIN 100 YEAR FLOOD PLAIN? �`
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE"PERENNIAL YES NO ✓
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY?SIT ��? YES -YES7 NO —
if yes,landowner should consult with local zoning NO�tiG_
—— e board about required permits
F'FvVMAN1DS-
E INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES NO v
YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO
S NON WETI,AN-D NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO ✓
IF WETLANDS ARE INVOLVED,IT IS THE RESPONSIBILITY OF TIIE PRODUCER TO CONTACT THE US
ARMY CORP-OF ENGINEERS AND TIIE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERA'IIh'B IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SIIOULD BE ALTERED UNTIL
PRODUC NN%ITTEN APPROVAL FROM SCS,US ARMY CORP OF ENGINEERS AND NC
[-��IVES
IRONNfENTAL MANAGEMENT.
WASTE MANAGENCENT—VALID OrTLY IF NN ASTE AIANAGEr MNIT PLAN ATTACKED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES c✓ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES No—
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
SOIL INVESTIGATION—VALID ONLY IF SOIL,INVESTIGATION SIiirZr ATTACHED �
IS SOIL SUITABLE FOR LAGOON? YES v NO
IS A CLAY LINER REQUIRED? YES NO .�.
IF YES,IS CLAY AVAILABLE ONSITE? YES NO QUESTIONABLE
IS A CORE TRENCH REQUIRED? y NO
rCOSrrE APPROVED NBS ✓ NO CONDITIONALMAfENTS
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. TIIIS APPROVAL
SUBJECT TO CHANGE BASED ON CIIANGES IN NATIONAL,STATE,OR LOCAL;LEGISLATION.
t 1 ON AIY� I-750 FEET FROM RESIDENCE AT 11p4E.OF .ESIGN.
is an agency of the J f
Departmentct/lgricuRure SIGNATUREC4 ",,,, DATE 4--q- 94

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US Department of Agriculture
Soil Conservation Service NC-CPA 16
4-92
ENVIRONAiENTAL EVALUATION
Land User/Owner uss c.�I - k e ,
— County
Location/Tract & Field Number���9 F
- b Acreage_f p
Prepared by_��
Brief Description of Planned Practice/RMS/Project Measure: ^�4
n `
Environmental Factors and Resources to Identify and Evaluate
1. Is wetland included in the planning area: .- (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Dee Crater Habitats of the U.S. ; Na
NFSAM. tional Wetlands Inventory Maps;
-
• No i
Yes - If yes,
Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (LAMA, DEM, Corps, etc_ ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2. Endangered and/or threatened species:. (References: 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii
- No
— - - -- -- - Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

Is a designated- natural or scenic area included in the planning
area or will planned actions impact on an- adjacent- natural or
scenic area? (References: 190-GM 410. 23 and .24)
-�_ No
Yes - If yes., encourage landuser to consult with concerned.
agencies:,, societies, and- 'individuals: to: arrive at-
mutually. satisfactory. land- use: and: treatment:_.
4. Does--the- planir�ng; azea.il?cude- the---10:0-year floo�7=-pl ari?:
References,: NC?M�r 19.1�-G'I!L &MID 2HLTD.: Fl oad:, Plain. maps:j; ,
yes:,_
-T Is- the- assisted, action; likely to have.- s;1gn%ficant
adverse- effects, on: existing: natural and beneficia];
values: in; the. flood:-plazn?-
Is. there a practical alternative. outside_ th-e- flood
pl-ain?-
-- Has: the- f c2od; pain, been. used fo - agrt_cuItural
product: oi� for at 1, --ast: 3: -of the.- -last S•-years?
Is an. ar-chaeolog_ cal or h s-torica-1 site- located: in- the: planning,-
area?,
(References:- NCPM;. 420-GM 401,- National Register- of
Historic- Places): I
`.- No
—_ Yes. - If' yes, have- steps been. taken- to ensure- the
protection of this area?
6. Are there any prime, unique, or locally important farmlands- in
the operating unit?- (References: 310-GM)
No.
Yes -- If yes-, identify- on: a soils map or- legend. ///,D
T
7•. Will-_ the: action. result: in- sodbustinq?
-- - = Yes
the_ action. result in. swampbusting?-
y- -
�•"' No
Yes
9.= Is there_ a potential fbr-- c-ontrover-sy?_ From. whom?
,.
Yes- Joy.. S !aln j o wtL-zc s
V

10. Are
Permits required?/Should the person contact permit agencies?
No
Yes
J When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
t

IS
MIKE ADRIDGE - 4 (720) FINISHING HOUSES
SITE ONE - NC HWY. 11 - DUPLIN COUNTY
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4
DIRECTIONS: FROM KENANSVILLE TAKE HIGHWAY 11 TOWARDS PINK
HILL, APPROX. 1 MILE ON THE RIGHT PAST HWY. Ill.
SCS DOES NOT CERTTFY THAT
EXCAVATION AND FILL VOLUMES
MAILING ADDRESS: MR. MIKE ADRIDGE ARE CORRECT
RT. 2 BOX 23
PINK HILL, NC 28572
PHONE (919) 568-6206
,. WORK , (919) 296-2102
BROWN'S OF CAROLINA.INC.
303 EAST COLLEGE STREET 9 P.O. I30X 487 • WARSAW. N.C.28398-0487 • OFFICE:[phone] 0 FAX:[phone]

operator:M. Aldridge #1 County: Duplin Date: 06/t
Distance to nearest residence (other than owner) : 1500.0 fees----
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2880 head (finishing only) x 135 lbs. = 388800 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 266.0 fee' ; Inside top width 250.0 feet
Top of dike at elevation 46.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 45.5 feet
Bottom of lagoon elevation 33.0 feet
Seasonal high water table elevation 40.0 feet
Total design volume using prismoidal formula
SS/END1 S-S/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 260.0 244.0 12.50
AREA OF TOP
LENGTH * WIDTH =
260.0 244.0 63440 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
185.0 169.0 31265 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
222.5 206.5 183785 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
63440.0 183785.0 31265.0 2.

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
580188 CU. FT
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
266.0 250.0 66500.0 square feet
d�,3-3
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 66500.0 square feet
Design temporary storage period to be
180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs.Volume = SSLW * CF of Waste/Lb./Day
95178 cubic feet 180 days
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
Of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 -gallons/day
180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall -
- 7. 0 inches
Volume = 7.0 in * DA / 12 inches
per foot
Volume = 38791.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 41562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 95178 cubic feet
5B. 0 cubic feet
5C. 38792 cubic feet
5D. 41563 cubic feet
TOTAL 175532 cubic feet
6. SUMMARY
Total required volume 564332 cubic feet
Total design volume avail. 580188 cubic feet 60o,57-?/ 11110'
Min. req. treatment volume plus sludge accumulation 388800 cubic fE
At elev. 42.2 feet ; Volume is 386870 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 538625 cubic feet
At elev. 44.8 feet ; Volume is 536516 cubic feet (start pumping;
Seasonal high water table elevation 40.0 feet
7. DESIGNED BY: APPROVED BY: *,F,
( U !/ J
DATE: 03 DATE:
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL VOLUMES
ARE CORRECT
NOTE: SEE ATTACHED WASTE UTILIZATION

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume .
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
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:
I. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. 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 pump-out of the lagoon when fluid level reaches eleva-
tion 44.8 as marked by permanent marker. Stop pump-out when

the fluid level reaches elevation 42.2 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 133970 cubic feet or 1002095 gallons. As stated before, this
volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
^' not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
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.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 6.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
360 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
48 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE-(TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
6000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
12 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311) . The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
--------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the --construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH) . Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
,, construction according to seeding specifications sheet.

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U_ S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
FJAZAkD CLASSIFICATION DATA SHEET FOR DAMS
Landowner ('( v v- County p [
Community or:Group No.= -. Conservation Plan Ho.'
_ -
Estimated Depth-..of.Water Ito Top..of_Dam 3.: S - Ft. Length of Fl ood Pool Ft:
Date of Field Hazard-Investigation`S-1:•-'c J _�
a
Evaluation by _reach of flood plainr.downstream to the point.of-estimated minor--effect
-from sudden dam failure
Est. - eY_; -t._.Elevation
Kind of `:improvementsz"�,rcif:Breach
Reach: Length:.:Width: Slope:....,Land Use . Improvements Above"":
flood Plain:::--:Flood=Plain
Is
3
Describe potential for loss>of life and•dam�a�e- to existing or probable-future_:downstream
improvements from a sudden'breach • Al, .P !� ppioo
d a W K *-
cr �Y Jf Q e
6Db �t .Sou i-1— ct+no( Z 5O fir ' w_
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, II IV, V)
Date
name title _
Concurred •Sy �� - Date G' 15?_5'3
name title
NOTEi'...1. _'Instructions on 4,everse;side.
2• :Attach--additional::sheets�as:needed:

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Ga

WASTE UTILIZATION PLAN
FOR
Russell Tucker
Rte. 2, Box 20-A
Pink Hill NC 28572
June 2, 1993
Your animal waste utilization plan has been specifically
developed for your 5760 FEEDER TO FINISH SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface 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 and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
Several factors are important in implementin
ste
utilization plan in order to maximize the fertilizeravalue
of the waste and to ensure thatiit is applied in an environ-
mentally ,safe manner. Always ably waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
---------------------------------------
NUMBER OF I ( TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS L 1000 ANIMALS- ----------- ---------- PER YEAR
5760 ( FEEDER N ------------
TO FINISH 3700 - 21312
--------------
TABLE B. SUMMARY OF CROPS BY FIELD
TRACT i FIELD ' -SOIL ---ACRES---CROP------------------------------------
--------- ------- JCROPCODEj
------- ------- ----------------------- `
5649 1 AuB 2.31 HYBRID BERMUDAGRASS HAY ------ -------
5649 2 NoB 7.16 HYBRID BERMUDAGRASS HAY BH
5649 3 AuB 12.81 HYBRID BERMUDAGRASS HAY BH
5649 140L HYBRID BH
N-- lI BERMUDAGRASS HAY
--- ------------------------------- HYBRID
C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-----------------------------
---------------------------
=`, CROP -------------
, SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL R
--------------------
j HYBRID BERMUDAGRASS HAY AuB 8---- TONS ------- p
j HYBRID BERMUI)AGRASS HAY NoA , 8 TONS 400 0 140 - 160
HYBRID BERMUDAGRASS HAY NoB 18 TONS 400 p 140 - 160
---------------- 140 - 160
-----------------------
Total phosphate and potash amounts should be confirmed with a soil test
TABLE D. WASTE MANAGEMENT BY FIELD
------------------------------------ ______
CROP WASTE APPL TYPE WASTE N " COMM N MONTHS TO APPLY
-TRACT- FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL
- - ____ WASTE
-- ------- -------
--- ----=-------------
5649 1 BH IRRIGATE SWINE 400 p -
5649 2 BH IRRIGATE SWINE 400 APRIL TO OCT
5649 3 BH IRRIGATE SWINE 400 0 APRIL TO OCT
5649 , 4a BH IRRIGATE SWINE 400 0 APRIL TO OCT
APRIL TO OCT
-----------------------------------------------------------------------------

The acres, crops, and application method shown in the
accommodate approximately 5787.8 animals of the type shown in Table A.
preceding tables will
If more commercial fertilizer is used than is shown in Table D, then
"Iditional acres of land will be needed. A 3
-jrass filter strip should be seeded along all ditcheseinW fields rthatnt
receive animal waste.
ADDITIONAL COMMENTS
Prepared by:
Title G G
Concurred in by:
Producer Date C.- -9
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LIV;7STU`jCK WASTE ShMPLING, ANALYSIS, AND CALCULATION OF r
J,t „r LAND APPLICATIOtJ Rh?-ES
I- SA14PLE COLLECTION
A. Liquid Manure Slurry
1 • Under-slotted-floor pit
a. Use a length of 112" conduit open on one end and that can be
easily sealed on the other end (e.g. , by placing one's thumb
over the end of the conduit).
b. With both.ends of the conduit open, extend .it into the manure
to the pit floor.
C. Seal the upper end of the conduit tra
has
entered the lower end, remove and empty�intoha bucket or manureacontainer.
c. Collect samples from at least 5 locations or at least enough
for a total of 1 quart of slurry.
e. Thoroughly mix this slurry and empty approximately 1/2 pint
into sample container.
2. Exterior storage basin or tank
a. Make sure the manure has been well mixed or homogenized with a
liquid manure chopper-agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the
agitator pump, or from the Manure spreader and place
_in a bucket.
I,
r
c= Thoroughly mix and empty 1/2-pint into sample container.
II- SAMPLE PREPARATION AND TRANSFER
A. Place the sample .for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, .if possible, or trans-
ferred to the lab irmnediately.
C. Hand-delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.

Luguuli L
I • SP.1•11PLC COLL C;-jO,, PSn'CU 2
E. Lagoon Liquid
l- Collect approximately 1/2
inflow i Pint of recycled lagoon liquid from the
Pipe to the flush tanks.
2- From lagoon
a- Place a small bottle (1/2 pint or less) on the end of a
10-15
foot long pole.
b. Extend the bottle 10-15 feet away
c- Brush away any floating scum from the bank edge.
or With sample. debris so it is not
collected
d- SUNTterge the bottle within I foot of the liquid Repeat at approximately 5 locations around the surface.
into a bucket, thoroughly mix, and empty i he lagto
container, pint into samplee
3- From a multi-stage lagoon system collect sample fr
is going to be irrigated from. om lagoon that
II. SAMPLE PREPARATION AND TRANSFER
A- Place the sample for analysis into.a flexible or expandable
can be sealed. The container sfiould fl rinsed clean with
of any residues but should not houldlbe rins or anwithw container that
Dry litter may water and free
• y also be placed in A s:eaied treated -in any other .way.
B. The sample should be refrigerated plastic bag such as a freezer bag.
trans-
ferred to the lab immediately, iced or cooled, if
Possible* or C. hand-delivery is the most reliable.way of sample
be mailed' P transfer, but it can also
D- If mailed, sample container should first be
such as newspaper, then .boxed or packaged a protected with a packing material
E. The NCDA P wrappingth Paper and- taped.
lant Analysis -Lab provides this service for a nominal
Per sample which should be forwarded along with the sample. fee of
1 - Address: N. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division j
Blue Ridge Road Center j
Raleigh, NC 27611
ph: (919) 733-2655
"ttn: Dr. Ru✓ Campbell

Request that as a minimu.r, the folI0'Wi'Ig anai
,-r-. Y ses be
performed: PS►,fGp 2
1- Total nitrogen (TKN)
2. Ammonia nitrogen Hy N)
3- Total phosphorus ((TP3
4. Potassium (K)
S. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals_

SCS-ENG-538 U.S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND _SITE
FARMERS NAME DISTRICT
DATE- COUNTY
S.C.S.PHOTO SIDEET NO WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRESPASTURE ACRES
WOODLAND ACRESTOTAL-ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE MADE (ApproiL scale llf feet)
Locale reference point an center line of dam and Identify an skridt.
Ii
j
IS
SHOW BORING NUMBER AND PROFILE
DEPTH Make and Ust dam-site and splHumv borings first-then panded area and borrow pit borings.separate with ww=j red line.
(Continuedan back sphere necessary) Show water table elevaliarss an dam-slee borings.
.SCALE 1 1 2 311 4 51 6 7 1 8 9 10 11 12 13 14 15 16 17 IS 19 1 20 1211122 1123
It .q
SL
3
4- .
8
BORINGS MADE BY_l_'•_A U - SIGNATURE &T= AA

United Star-C, Soil Ip- Q. Box 277
` Department of Conservation hellar2Sville, NC 28349
Agriculture Service Telephone [phone]
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME TO y S r tt - -.l. L e Y LOCATION
TELEPHONE_ SIZE OF OPERATION
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER (S 00 �+
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE _.-y, - -
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES NO ✓,
IS SITE AT LEAST 100 FEET FROM A"BLUE LINE"PERENNIAL ST Mi, M? yES ✓ NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO_ice
if Yes,landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES NO
IF YES,HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO ✓
IF WETLANDS ARE INVOLVED,IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP-OF ENGINEERS AND THE NC DIVISION'UF ENVIRONMENTAL MANAGEMENT TO
DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL +
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE AIANAGEI%IENT-VALID ONLY IF NVASTI;MANAGEAl[ENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE?YES ✓ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
SOIL INVE.S`TIGATION—VALID ONLY IF SOIL.INVESTIGATION SHEET ATTACHED _
IS SOIL SUITABLE FOR LAGOON? YES y NO
IS A CLAY LINER REQUIRED? YES NO
IF YES,IS CLAY AVAILABLE ONSITE? YES NO QUESTIONABLE
IS A CORE TRENCH REQUIRED? YES - NO
SITE APPROVED YES ✓ NO CONDITIONAL
COMMIENTS
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. THIS APPROVAL
SUBJECT TO CHANGE BASED ON CHANGES IN NATIONAL,STATE,OR LOCAL LEGISLATION.
ON M E_750 FEET FROM RESIDENCE AT TIME OF DESIGN.
�1is an agency of the f c
Department of Agriculture SIGNATURE f l Y - DATE

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US Department of Agriculture NC-CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner uSStl f c k e r
_ -. --. County v D� Y-....
Location/Tract & Field Numbe Acreage_)D •
Prepared by_ h ;:e-ram Date S/ 7 =
Brief Description of Planned Practice/PM/Project Measure:
Environmental Factors and Resources to Identify and Evaluate J
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deenwater Habitats of the U.S..; National Wetlands Inventory Maps;
NFSAM.
No
Yes - If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (CAMA, DEM, Corps, etc. ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
- 2: Endangered and/or threatened species:.. (References: 190-GM
- 410.22; Technical Guide Section I-i(13) and Section I-vii
`� --- No Yes
-- Identify species whose range and -habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

3-. Is a designated-natural or scenic impact_
.included in the planning
I
area- or will planned actions- _ on an- adjacent- natural- or
scenic area? (References: 190-Gff 410.23 and .24)-
No
Yes Yes, encourage landuser to
ag!encies-,'. societies,- consult with concerned
-
and- indi-individuals: to_ arrive at
mutualj-�X sati-sfactOrY land- use, and; tx
4:_ _pj
T ZL're.a-. :U1r--1U1A0 t11e:AzQ.Q�-yeazt?_
IMPM1. 19--O-GM FlQqd* K­a-ln. ma
Yes: If
I-s_.. the- assisted: aztLion-. to
adverse- e�_ sign1ficant
rse- effe�� natural and beneficial
- t­S� on: exist-i-x1g, --a
values: in, the_ flood, plan?-
Is there- a- practical alternative
-
p 11 a-in--7- _ Outside, the flood-
Has., the- f.IQ-od- P.Iain_ been. Used.. fox agricultural
production. for- at least. 3 -Of_ the- -last 5: ye airs
Is. an; a-r-ch-aeo1O.9.-ical or historical. s-z�te. I:Ocat
area?, (.References: ed-- in the� Planning...
NCPM,;. 420-.GM 40-1;- National Regis of
Iliz.tOriC- Places-}: -ter.
Yes- - If' yes,. have stepsbeen- taken.. to ensure- the
Protection: of this area?-
6- the- there any prime-
the o Unique, or locally important farmlands- in
perating -References: 310r-GM-):
unit?,
No.
Yes -- If yes;, identify. on, a soils map or- legend. /A
7;.
Will- the: action- result: in- sodbusting_-?-
No: Yes
8. Will. the: action: result in, swampbusting?--
No
Yes-
th
ere.- a potential: for- controversYZ- From. whom?
* -
Yes-

ram.,
10. Are permits required?/Should the person contact
Permit agencies?
f� No } .
- -� _ Yes
When an environmental factor or resource is identified on the
site, the user will refer to the ap
propriateappropriate reference for policy
form. e action in the notes portion of this
NOTES, DOCUMENTATION, FOLLOW-Up
� y,,,
I
I
i

OPERATION &MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer 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

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 of 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 or 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

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 inflow 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 occour 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 i 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.

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 lever (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.
Do not pump the lagoon liquid level lower that 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:

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

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. 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 pump-out of the lagoon when fluid level reaches eleva-
tion 44.7 as marked by permanent marker. Stop pump-out when

the fluid level reaches elevation 40.3 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 133293 cubic feet or 997033 gallons. As stated before, this
volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
$. 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.
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.

Farm Emergency Action Plan
August,2027
In the event of a waste leak or spill follow all necessary steps to stop the discharge. Consult the following
list as a guide for actions to take for various types of leaks.
Lagoon Overflow
Stop all additional flow into the lagoon
Pump waste to application field at acceptable rates
Bring in additional pumps and irrigation equipment if necessary
Make sure no surface water is entering the lagoon
Dig hole or ditch to hold spilled waste and pump back into lagoon
Runoff From Waste Application Field
Stop application
Create a berm or diversion to keep waste on the field
Incorporate waste to reduce finther runoff
Leak From Waste Distribution System
Stop Pump
Close valves to eliminate finther discharge
Separate piping to create an air gap to stop flow
Leak From Flush System
Stop recycle pump
Close valves
Separate piping to create an air gap to stop flow
Dig hole or ditch to hold spilled waste and pump back into lagoon
Leak From Base of Sidewall of Lagoon
Find holes and stop leaks with compacted clay soil
Call a Technical Specialists for advice on making repairs
Dig hole or ditch to hold spilled waste and pump back into lagoon
In any case,assess the extent of the leak and make written notes and take pictures of any obvious damage
such as:
Did waste reach surface waters?
Approximately how much waste was discharged?
Note any damage or injury to employees,fish or property
Contact the appropriate agencies
NC Division of Water Quality
910-395 3900 Wilmington Regional Office
919-733-3942 After hours
910-296-2160 Duplin County Emergency Management

When calling give the following information:
Facility Name: Family Farms,Inc.
454 N NC 11 Hwy.Pink Hill
Approximately 2 miles north of B.F.Grady School on right side of NC 11
Facility Phone: [phone]
Mike Aldridge: 910-290-1857
Wesley Aldridge: 252-296-4359
File: Tmveldrive/Fwm Emergency Action Plan

. 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
/JI 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 Q.t65.
pits where pest breeding is apparent to '�.,�
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation ("aintain 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 (y esign,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
of decaying wastage.
{ lean 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 [-1 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).
{)Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ()Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
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).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes O Remove spillage on a routine basis(e.g.7-10 day
Systems interval during summer;15-30 days interval during
winter) where manure is loaded for land application
or disposal.
.AJk I)Provide for adequate drainage around manure stockpiles.
()Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner S 64,ature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,Raleigh,NC
27695-7613.
::MIC--November 11, 1996

rY�` •.
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
idource Cause BMP`s to Minimize Odor Site Specific Practices
Farmstead Swine production (*-'vegetative or wooded buffers;
()Recommended best management
practices;
()Good judgment and common sense
Animal body surfaces Dirty manure-covered animals Dry floors �--
Floor surfaces Wet manure-covered floors allotted floors; T�OO�ES �e ,tl
HIVaterers located over slotted floors; "
()Feeders at high and of solid floors;
Scrape manure buildup from floors;
()Underfloor ventilation for drying
Manure collection pits Urine Oftrequent manure removal by flush.pit j V � F_4 ule
recharge,or scrape
Parital micorbial decomposition ()Underfloor ventilation
Ventilation exhaust fans Volatile gases; (man maintenance;
Dust (Efficient air movement
Indoor surfaces Dust (A Washdown between groups of animals
i l Feed additives;
()Feeder covers;
()Feed delivery downspout extenders to
feeder covers
--:�.ish tanks Agitation of recycled lagoon O Flush tank covers N
liquid whiles tanks are filling ()Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater ()Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers ��
and drawdown
Outside drain collection Agitation during wastewater ()Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ()Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions 4-Proper lagoon liquid capacity
Biological mixing (4-eorrect lagoon startup procedures
Agitation () Minimum surface area-to-volume ratio
Woffinimum agitation when pumping
{)Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation i Irrigate on dry days with little or no wind
Wind draft OTMinimum recommended operation pressure
R15ump intake near lagoon liquid surface
()Pump from second-stage lagoon
.-.MOC—November 11, 1996 '

.orage tank or basin Partial microbial decomposition ()Bottom or midlevel loading
surface_ Mixing while filling (}Tank covers �f¢'
Agitation when emptying ()Basin surface mats of solids
(y Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ()Extend drainpipe outlets underneath liquid
Mixing while filling level f
Agitation when emptying (y Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading ()Soil injection of slurry/sludges
spreader outlets Volatile gas emissions {)Wash residual manure from spreader after use N4
()Proven biological additives or oxidants
Uncovered manure,slurry Volatile gas emissions while drying ()Soil infection of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
()Spread in thin uniform layers for rapid drying
()Proven biological additives or oxidants
Dead animals Carcass decomposition (Proper disposition of carcasses f�ctrlc
Dead animal disposal Carcass decomposition ()Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits 1JA—
Incinerators Incomplete combustion ()Secondary stack burners ]
Standing water around Improper drainage ()Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads firm access road maintenance
ids 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 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse—Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig 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 Assuranc Program:NPPC Manual NC Pork Produces 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;PR0107. 1995 Conference Proceedings Florida Cooperative Extension
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 Managment Practices have been reviewed with me.
(Landowner Signnature)
AMOC—November 11, 1996

Version—Wvmk*r 26,2018
Mortality Management Methods
Indicate which mefhod(s)a/be knPlanenW
When selecting multiple methods indicate a prkwy versus secondary option.
A&&Dds other than those listed musf 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 be at least one foot above the seasonal
high water table.Attach burial location map and plan.
ElLandfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
a 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.
Q El
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S.106-549.70).
a a Any method which,in the professional 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).
aMass Mortality Plan
Mass mortality plans are required for fames 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 faciltty'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 c %imer/Manager Date
Signature of Technical Specialist Date