820058_Permit Renewal Application 2019_20190410

Slat, of North Carolina
Department of Environmental Quality
Division of " ater Resource�
Aninaut Waste Manallemiarat Systarn.
R�qiivsL timir Cm wation of Covorag,
Frofit) Curroul, covered by an F,pinug Sate btcv.�Diseh.,,S, Gerier�l Permit
on September 30, 2019. the North Carolam State Nion-Discharg, General Pennit, far Animal Wa,tr
Mantainal,,at t,"onas "dI
expre As required by din,a, persons, mciluovs fina hme been i..vd Cenm.bv ut Ca,ev,81 to
operate under diese Sld,
N.-Di,6orge General Pennits most off], for reno,al at ltiit 180d.v pria, to Their vvpostairs dia,
Thoutme h .,inations
Must be merived by me Division ofWater Resources b, no later than April 3,2019,
Please do at lissior a,, imonfla. memsenutal Maine reuFf, all intoommilart ad anke nor hek..
4or,licatian main be signed and dated by &a Persuasive
I , F. Number 82AO59 Cenificate Of Covera,u Number:
AWS8200"
2 Forifil, Noun, B.Fma Savor,
3, Land.,im, Name i,. a, a the " aste Management Pit.) B& %I IlmaFs.... Ine
4� Lamdmu,es Muslim, Address 3340 UiddemAille Rd
co, Ealitall State N-C Zip
29341-6843
1 deform, Number: 910,990-019. tier E-omil.
5, Feadlity's Ph)si,.l Address: 1703 Gauka Chureh Rd
City: EaIML State: NC Zip:
28W
6. County oneve FaCLIIS is mortled Simmont
7. Farm, Managers Name (ifilifferent from Laraboverany B Warren
8. F.. M..,nr, relephime ..be, tiridmi, .. v.dr), 910-99M 191 E.
9. Integrator's Some, (if tone is not an Interartar. orre "Nore") Mmh,-UM,n LLC
10. OP.am Some (01C) F. e K Bmeficant Plume N... 910-5914100
Ofic # 988077
11, Lelsee's Name oftlivre 11 ..1 . Lel. ",it, 'Mame"I.
12. Indunit, marod operation type and number
current Perrot Operation,,, I Allnorible ( man
Some � "'.. �; Feeder 5.120
0ioundi., T,..
Sivas,
Lattle
n,, onion,
41thei-Tvios
West . firish
Do, Call
Non L. me Clo,k,a,
Harse, - lftu�,
W.n to Fvxi�,
Lou, H�rter
Lion, cheker'
Hm,,, - Offi�r
Famw to I'mid,
IdilkCav,
put...
Sl,,,-Sh,V
Fe,derto Finuh
D, C.
Turkevs
Sh", - (Whr�
F., m won
[leef Slackv, Call
Tork, ZWkt
Faumor w Feeder
H,efFeedin,
Bvnvv�md
B-f B..d C—
"inTmilift,
(all,
Other
Non t ., an, K,11,1
Oson
i u ....

Vllv.­N.V��b�l 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary
Secordar,
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowng stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El
11
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .02K
i�r'D
Rendering at a rendering plant licensed under G.S. 106-168.7.
7
F-1
Complete incineration according to 02 NCAC 52C .0102,
E]
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 DEC.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
INC Department of Agriculture & Consumer Services (G.S. 106-549.70).
E]
7
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPIDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-spedfic mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options: contact the Division for guidance.
A catastrophic mortality disposal plan is part of the facility a 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 && 106-399.4.
/-, �4 /// �/_/ _/ 9
� � 2-46��
g nature of Farm d%�ner/rvlanager Date
Dine

13, �,utc Treatment and Storage Lagoons I Vertf.y me balloon, Woman. is accurate and complete Malo, .11
correct ions and provide missing data)
Structure
Name
Barone
Der.
pa .1,
LolITIN",
iclss� S, obes
Unkilovor
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I Eshai
So. race Arcs
(Squas F'o
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low
Maul ma, (1) copy of the Certified A.i..i Vwch, Plan (CANNNIP) with this completed and signal application
as recaptifired by NC General Statutes 143.214.10C(d) to the address below.
The CAWb/p ..,I include me m[[.mg tabilwarrent,
Tire ..,, recent Waste Uth,mic. Plan �" UPI� faced by the act ad u orraffied technical stancialist. containing
r The method to which oarte is applied to the disposal fields leg irrigation, innection. vic I
lb, A map at eve, held used tur land ar,plicantin If, v�amplr irrigation amp,
, The soil series present on ev er� land application field
I The crops .a .. e,cry [.ad q,hedicor field
v The Realistic Yield E,pcctati.n (RYF) far e, S, crop she,,, in the VVI JP
r Fhe nucKlimer PAN to be applied to even land application firld
g. The , acte application v,ind.,, for eve, crop .1,1.ed in the � I jl�
h The mqujmd.�CS Standard specifications
A tire onialsdoetratic
EmerVac, Action Plan
Insect Contral Checklist nifir chosen best management porehwus noted
Ofar Central Checklist with chase. beat rustragicarreat p.tie. noted
Mortalm Control Checklisr %van selected method noted - Use the enclosed updated Mortailit, Contra[ Checklist
Lescron/sonags, pond canowtv docurcummon (ibcsilist. ealculations. cre I Please be sure me above table is accurate and
complae. Also provide vat sue cOiloolsons. octland dctemainationts. or havard classifications that mav be applicable w
) a, facility,
Operation and Maintenance Plan
If an, CA"Mls multric, so, components mt shown on this list please include the additional components oid, iour submat.l.
heitcompo,sm, dig,tcry vasictionisfers.elej
As a second opium to mailing paper copies of the application package. �ou can wan and email one signed copv (of the
application and althe(ANINWitennabourta: 2019Peradiftentualairdeangoo

I attest that this application has beert evicood b, me and is c1clast, and complete 1. di, best of an, surojedge I understand that,
if all required Pan' or this application are not counpleted and that if all required supporting rhonciton ad wnachrr�nt, are .it
included. this application package oill N returned w me as incomplete
Note In accordanno, I'M NC 6,rual Statutes LD-2156A and 143-2156B. an, Person m1s, kroningil, makes an, false statement.
'ef'oescal-fout -1 callifilall-al In ato oplIallolon, at., be ablest in c-11 poindIlls up to S25MO 1, balraust 18 11.11'
See' in, too I larocal,� . punishment b, a fine of act more In.. 1HO 000 -1 arpli-anne" of ran to than 5 %cars of both (or
. I .... lot . nern, )
Printed None, of Signing Offin,al Tandooime� a' if araill.ple L.,Id.,.e,s .11 should I,,, If Lando"ic, , a
carrion.. ignition, should be 1, a principal excentive officer or the corporation)
sainto __I M, I , ­ Title �,,, j2
Signal= -- I Onto
&
Nione
Signaturc:
Neale
Signora.
rate
Date
Title
Date
111F COMPILIED APPLICATION SHOULD BE SENTIOTHE FOLI.ij"ING ADDRFSS
NCIDEQ-1)NI R
Animal Feeding Operations Progmm
1636 Mail Sur,ise Cioneir
"eigh. North Can,jim 276".1636
Tefitpshoarauumhvr� (9191 707-91M
E-.ail;2019PemitReatuninnedenr4a�
lOR%9: RENEIN ki—STAIE GENIF.R.M.02/2019

WASTE UTILIZATION PLAN Page I
DATE 04128/98 REVISED NEW FORMAT FN 82-58
Producer: LARRY BAREFOOT
Location: 1605 GOSHEN CHURCH RD.
FAISON, NC 28341
Telephone: [phone]
Type Operation: WEAN TO FEEDER
Number of Animals: 5120
The waste from your animal facility 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 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. 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. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. 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. Wind conditions should also be considered to avoid drift
and downwind odor problems. 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 to bare ground
not more than 30 days priorto planting. Injecting the waste or
dislang will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste 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 require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 21-1.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN Page 2
AMOUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.)
5120 hogsx 0.4 tons wastelhogstyear = 2048 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5120 hogs x 0.48 PAN/hogslyear = 245T6 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.
TABLE 1: ACRES OWNED BY PRODUCER
:FRA C T FI E LED i-0-1L-T-YIiE-&-6D�S-S— -c—ROP -VI—ELD - --[B-S- i�OM-M LBS
DETERMINING PHASE CODE AWN PER ACRES AW
PER AC AC USED
APPLIC.
TIME
WAS— FH— —5 5 —3 0 0 — —8 2 2460
-T266 5
--T2-66 -5- WA-B— �G--- —1 —100 — —8 2 820
0
0
0
0
0
0
0
0
0
Total 3280
- Indicates that this field is being over seeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

WASTE UTILIZATION PLAN Page 3
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
Ti�CTFIEUD �OILTYFYE& S-_ ROP IELD
BS
OMM
LBS
DETERMINING PHASE CODE
AWN
PER
ACRES AW
PER AC
AC
USED
0
0
0
0
0
0
0
0
Total
Indicates that this field is being over seeded Q.e. interplanted)
Or wnter annuals follow summer annuals.
Acreage figures may exceed total acreage in fields due to
over seeding.
lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The followng legend "plains the crop codes used in tables 1 and 2 above:
LBS N
APPLY
CROP CODE CROP
UNITS PER UNIT
MONTH
Ift? - �r
-4--'
BH HYBRID BERMUDA GRASS -HAY
TONS
50
APR -SOW eWr
C CORN
BUSHELS
1.25
MAR-JUNE
SG SMALL GRAIN OVER SEED
AC
100
SEPT-APR
SA SUMMERANNUALS
AC
110
APR -MAY
WA WINTERANNUALS
AC
100
SEPT-APR
80 HYBRID BERMUDA GRASS -CON GRAZED
TONS
50
APR-SEPT
BP HYBRID BERMUDA GRASS -PASTURE
TONS
50
APR-SEPT
FC TALL FESCUE -CON GRAZED
TONS
50
SEPT-APR
PH TALL FESCUF-HAY
TONS
50
SEPT-APR
FP TALL FESCUE -PASTURE
TONS
50
SEPT-APR
SB SOY BEANS
BUSHELS
4
JUN-SEPT
DSB DOUBLE CROP SOY BEANS
BUSHELS
4
JUN-SEPT
CO COTTON
TONS
0.1
MAY�JIJN
W WHEAT
BUSHELS
2
OCT-MAR

WASTE UTILIZATION PLAN Page 4
TOTALS FROM TABLES 1 AND 2
ACRES LISS AW N USED
TABLE 1 8.2 3280
TABLE 2
TOTAL 8.2 3280
AMOUNT OF N PRODUCED 2457.6
— BALANCE -M.4
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land appfication 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 37T - 0, pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
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.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within 1. 7 feet of the top of the dike.

WASTE UTILIZATION PLAN
Page 5
If surface irrigation is the method of land application for this plan, it
it is the responsibility of the producer and irrigation c signer to
ensure that an irrigation system is installed to properly irrigate the
acres shown in Tables 1 and 2. Failure to apply the recommended rates
and amounts of Nitrogen shown in the tables may make this plan invalid
Call your Agriment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION: SEE ATTACHMENT

NARRATIVE OF OPERA TION
THIS PLAN WAS REVISED TO REFLECT THE NEW FORMAT FOR
WASTE UTILIZATION PLANS. THE SAT,,lE YIELDS WERE USED FOR
THE PREDOMINATE SOIL TYPE (WAGRAM) AS USED IN THE
PREVIOUS PLAN PREPARED BY THE LATE TECHNICAL
SPECIALIST BERMAN RIGGS. SMALL GRAIN OVER -SEED WAS
INCORPORATED AT THE NEW RATES FOR FALL/WINTER
APPLICATIONS.
THIS WASTE PLAN TAKES IN ACCOUNT BUFFERS TO "WATERS OF
THE STATE". NIR BAREFOOT PLANS TO APPLY HIS WASTE NOT
TO EXCEED THE HYDRAULIC OR AGRONOMIC LOADING OF THE
SOILS OR CROPS. MR. BAREFOOT WILL APPPLY HIS WASTE IN
ACCORDANCE WITH HIS WASTE ANALYSIS REPORT.
4/28/98
Romue G. Kennedy Jr.
Technical Specialist

WASTE UTILIZATION PLAN
Plans and Specifications
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalfies of $10,000 per day by the Division
of Water Quality for every day the discharge continues.
2. The Local NRCS office must have documentation in the design folder that
the producer either owns or has long term access to adequate land
to property dispose of waste. If the producer does not own adequate
land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable
proximity, allowing hin'dher the use of the land for waste application
for the life expectancy of the production facility. It is the
responsibility of the owner of the facility to secure an updated Waste
Utilization Plan when there is a change in the operation, increase in
the number of animals, -method of ublization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
needs for realistic crop yields based on soil type, available moisture,
historical data, climate conditions, and level of management, unless
there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management
System (RMS) or an Alternative Conservation System (ACS). If an ACS
is used the soil loss shall be no greater than 10 tons per acre per
year and appropriate filter strips will be used where runoff leaves
the field- Them fitter strips will be in addition to "Buffers"
required by DEM. (See FOTG Standard 393-Fifter Strips and Standard
390 Interim Rparian Forest Buffers).
5. Odom can be reduced by injecting the waste or disking after waste
application. Waste should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it
will be soil incorporated on conventionally tilled cropland. When
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season
prone to flooding. (See"Weather and Climate in North Caroline in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil infil-
tration rate such that runoff does not occur off -site 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 conditions
conducive to odor or flies and to provide uniformity of application.
S. Animal waste shall not be applied to saturated soils, during rainfall
event, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth- The potential for saft damage from animal waste should
also be considered.
Page 6

WASTE UTILIZATION PLAN
Page 7
M Waste nutrients shall not be applied in fall or winter for speing
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be hold to a minimum
and a suitable winter cover crop planted to take up released
nuftients. Waste shall not be applied more than 30 days prior to
planting of a crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface
water. This distance may be reduced for waters that are not perennial
provided adequate vegetative filter strips are present. (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 these owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right -of ways.
1 S. Animal waste shall nut be discharged into surface waters, drainage ways,
or wetlands by discharge or by over -spraying. Animal waste may be
applied to prior converted wetlands provided they have been
approved as a land application site by a 'lechnical specialist".
Animal waste should not be applied on grassed waterways that discharge
into water courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from wash down facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. Lagoons and other uncovered waste containment structures must maintain
a maximum operating level to provide adequate storage for a 25-year,
24-hour eta" event in addition to one (1) foot mandatory freeboard.
18 A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
If needed, special vegetation shall be provided for thew areas and
and 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. Lagoon berms and structures should be
inspected regularly for evidence of erosion, leakage or discharge.
19. 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.
20. 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-

WASTE UTILIZATION PLAN
21. 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.
22. 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.
23. Waste shall be tested within sixty days of utilization and soil shall
be tested at least annually at crop sites where waste products are
applied. Nitrogen shall be the rate - determining element. Zinc
and copper levels in the soils shall be monitored and alternative crop
sites shall be used when these metals approach excessive levels. PH
and waste analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three years. Waste
application records for all other waste shall be maintained for five
years.
24. Dead animals will be disposed of in a manner that meets North
Carolina State regulations or other States' regulations.
Page 8

WASTE UTILIZATION PLAN Page 9
NAME OF FARM: Ale-4;'
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.
I (we) know that an expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities *11 require a new certification to be submitted to the
Division of Water Quality (DWQ) before the new animals
are stocked. I (we) also understand that there be no discharge
of animal waste from this system to surface waters of the state
from a storm event law 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 DWO upon request.
I (we) understand that I must own or have amen to equipment,
pnmarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1 -day storm event. I also
cerfify that the waste will be applied on the land according to
this plan at the appropriate times and at rate that no runoff
Occurs.
NAME OF FACILITY OWNER: LARRY BAREFOOT
SIGNATURE: DATE:
—7--7--
NAME OF MANAIER'�(if different f4 owner):
SIGNATURE, DATE:
NAME OF TECHNICAL SPECIALIST RONNIE G. KENNEDY JR.
AFFILIATION: AgrimentSemicesinc.
PO Box 1096
Beulaville 28518;
SIGNATURE: DATE:

S'A LC
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REVISED
Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31,2000
This revised plan amendment only applies when a S&WCC Chronic Rainfall Plan Amendment was completed by December 31, 1999.
10 1 A 'g/D�contiaue use of previous plan amendment and revert to original CAVIMP (skip to Facility Nuruber).
B 0 Revise previous plan amendment. I
1102 If new spray fields (including cropland, woodland or additional crops) were added in the S&WCC Chronic Rainfall Plan
Amendment, they may continue to be wed after March 31 only if they we incorporated into the CAWNT by Much 3 1,
2000. In no instance may waste be applied to hardwoods or pines thatars located injurisdictional wetlands or within 50
feet of a perennial or intermittent stresun.
103' The PAN application amount for mall grains and winter grassas to be harvested is limited to agronomic rates and is as
follows (add additional pages as necessary). The rate my not exceed 120 lbs per acte: unless additional data and
documentation from a designated Technical Specialist that supports a higher rate is attached. In no event may the rate
exceed 150 lbs per a=:
Field ED Crop Type Soil Type PAN Rate
104 Waste applied during the period between January 12,2000 and March 31, 2000 must be tested at least within 30 days of the
dam of application, and as close to the date of application as practical.
105 This revised plan amendment supersedes the Plan Amendment to Include S&WCC Chronic Rainfall Practices and
Standards through Much 31, 2000 dated 11110199 and applies on and after 1/12/2000.
By signing this plan amendment, the Facility Owner / Manager agrees to operate consistent with all conditions in the Soil i
Conservation BNVs for Animal Waste Manaaement Systenis Impacted by Hurricanes Dennis, Floyd. Irene and othercinc
Events as revised January 12, 2000.
Facility Number
Facility Name
Facility Own6r j , ManagerName(PRINT)
Y i�yOwnerfManagerSignagde
Date 4� Z-'2/- 0
Technical Specialist Name (PRINT)
Technical Specialist Signature
This revised plan amendment must be attached to the original "Plan Amendment to Include S&WCC Chronic
Rainfall Practices and Standards through March 31,2000" with the on farm records, at the local Soil and
Water Conservation District Office, and a copy mailed to the Division of Soil and Water Conservation —
�-nENR, 1614 Mail Service Center, Raleigh, NC 27699-1614 by February 15, 2000
-tified as agronomic rates in accordance with items 94 and 6 of the Soil and Water Conservation BMPs for Animal Waste Management
w Impacted by Hurricanes Dennis, Floyd, Irene and other Chronic Rain Events revised January 12, 2000
-inn

0,2 - S S/'
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area: Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transact perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transact on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Rearinted for Certification Training for Operations ofAnimal Waste Management Systems Manual

i�,2 -S'Sl
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
So.,ce Cause EMP's to Minimize Other Site Specific Practices
Fa,-a,a.d Swiss godesti,en ...tied buffers;
: .a.m ded best management
feted judgment and sionse
Animal hurt, sort ... a Dirty marture-coverad animals Dry flo...
Fl... aurfimeas Wet manure -covered floors floor.;
located der, slipped fl.,,:
Fsfd.,a at high forel of solid floors
Scrape manure buildup from floors;
Und.,fl.., ventilation for drying
Manure collection pits Union, Frequent manure removal by flu$h,Plt
rach.,,a,.r s,.pa
Parital missrone decompo,quon U��r ventilation
Vainel.orn ..hapurt nor. volatile lares; ��rpa,,,rduqsxri
'd,hn
Due, iffiFient air movement
occur r-fes.. Dust f^ashdown between groups of animals
I Food socialist,
f Finds, cover.,
Feed delivery downspout extenders 10
read., emens
Flush tanks Agitation of recycled lagoon Flush took covert
liquid whites tanks are filing Extend fill lines to near bottom of
tanks with anti siphon vents
Flush alleys Agitation during wastewater ( ) Underfloor flush with modarfloor
vaimilanon
R, cch.r,a boms Agitation of ras,cl.d lagoon
i Extend reepard lines to near bottom of
liquid while pits are filling
pits with et,-r,,h.n yams
Lc, anneres Apration during sump tank filling
Sump tank covers
and drawdown
Opinions grain Fullerton Agitation during wastewater Be. ovas
., jumetuan bases conveyance
End of drainpipes at lagoon Agitation during wastewater ( I Extend discharge point of pipes
parneath lagoon liquid level
Lagoon surfaces v.piph, .a amseephis
r lagoon I
:;;; �p iquid capacity
Biological -,x,h,
Correct lagoon startup pro—dures
Agitation
Minimum surface area to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Provena-prolomical additives
Irrigation sprinkler nozzles High pressure agitation =re on dry days with little or no wind
M, m
Wind draft Minimum recommended operation pressure
f Pump intake near lagoon liquid surface
f Pump from second stage ls,..n
AMOC Nm�zrrrbanr 11. 1996

Storage tank or basin Partial Or ... real diccion,pi,anecto
i Bottom or midlevel leading
tan.ce Mixing while filling
Tank so...
Agitation who. momyn,
Basin surface mats of solids
Proven bi.l.,i..l additives - —ol—te
Settling basin surface Partial mia.bi.1 decomposition
Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when prapt�n,
Remove nuflial said. ni,chal,
Manure, slurry or sludge Agitation when spreading Sal injecti of
x,rinal., outlets Volatile gas emissions Wash residual manure from spreader after use
Proven biological additives or oxidants
dlra�verxd manure, slurry Volatile gas omissions whole drying ( ) Soil infection of ourri/oludgins
a, sludge an field surfaces i Soil incorporation within 48 hours
Spread in thin uniform liver. to, n,rd chan,
Contains d ... model.. -icta, additives an pool
Dead carinnals �Sg an of am.sers
Dead animal disposal Cancan, d.s.raimistion Complete ..voting of carcasses in burial pits
pits Proper location/construction of disposal pits
In ... anne's incomplete combustion ( ) S��ry speck burners
Standing water Improper drop ... K Grade and landscape such that water drains
facilities Microbial d ...... since of We, to. f I ant.
organic matter
Manure tracked onto public Poorly maintained aceias roads (�,rsror access
roads firm to,, ...as
Addition.[ Information
Swine Marc,. Mqaa,apear, 0200 R.lqIBMP Peaks,
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Short
Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Undinfloor Flare-l-agoon Treatment; EBAE 129-88
Lagoon Obbig and Management for Livestock Manure Treatment and Storage: EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurace Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuis once C oncence i in A rimal Manure Managerm, m: Oil are and Flies; FIR 0 107, 19 9 5 pact am as. Proceed, u a
Available From
NCSU County Extension Center
NCSU-BAE
NCSU SAE
NCSU BAE
NCSU BAE
NCSU BAE
NCSU Swine E.I.—an
NC Fork Produces steer,
NCSU Agri Communicanous
prince Ca.,r,.t,,c E,<,ansurn
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.
L-r
(Landowner Signature)
AMOC--Nc,ambFr "r 1996

FI;? -15 k
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cau,se
EMP's to Minimize Odor Site Specific Practices
(Liquid Syclearmat
Flush Gutters
Accumulation of soldi
ki�:�nystenn is designed and operated
a0fiaidati, to mareed accumulated
solids from gutters as designed,
Remove bridging of accumulated ablida .1
another,
Lagoons and ots
Crusted Solids
I Maintain lagoons, settling basins and
pit. who,. as, modeling is apparent to
minimize the crusting of solids to a depth
at a. orders than 6-8 inches eye, more than
f surface
Ebi,scanto Vog.ii
Decaying vegetation
i;r�a mean vdgdW�yz control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vagandive matter
along water's edge on impoundirmant's perimeter
(Dry Systems)
Foods,,
Feed Spillage
Design. operate and maintain food systems to 9-
bunkers and troughs) to munioniti, the accumulation
of decaying
Clean up spill.g. in, . routine bases up., 7-10 day
interval during summer; 15-30 day interval during winter)
Food State,
Adormolmores of food residues
Reduce moisture accumulation within and ardond
immediate perimeter of food 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).
I Inspect for and remove or break up accumulated
solids an filter strips around food storage as needed
Ar,rhal Hard,,, Ar.,
Accumulations of animal wastes
Eliminate low area that trap moisture along fences
and food weal.'a
and other locations where waste accumulates and
and disturbance by animals is minimal,
Maintain fence rows and filter strips around animal
holding sper, to ammonite inc.publanduck of aat.q
(i.e. inspect for and remove or break up accumulated
solid. as ... ci.dp�
AMIC November 11, 1996

Cry Manure Handling Accumulations of animal wastes Romme Village on a routine basis (e.g. 7-10 day
System. imemal during summer; 15-30 days intaryal during
winter) where manum is loaded for land application
or disposal.
Provide for adequate drainage around manure stockpiles.
Inspect for and remove or break up accumulatecl waste.
in filter stripes around stookipilas and manure handling
area. as needed.
The issues chocked ( ) 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 Signature)
For mom information contact the Cooperaldys Extension Servica, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC—Nowanber 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
01�_�9511
DIVISION OF WATER QUALITY (DWQ) 6*) -W - /Sy/
EMERGENCY MANAGEMNET SERVICES (EMS) T., /
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 2f43
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a pmolem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
a. Make sure no surface water is entering lagoon.
B, Runoff from waste application field -actions include:
a. Immediately stop waste application.
d. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action;
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back TO 18gOOn.
b. If holes are caused by burrowing animals, trap or remove animals and I'll
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible,

2. Assess the extent of the spill and note any obvious damages.
a . Did the waste reach any surface waters? /i
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage? P
d. Did the spill leave the property?
e, Does the spill have the potential to reach surface waters? tJ
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)? ij
h. How much reached surface waters? ld--�
Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - - After
hours, emergency number: 919-733-3942. Your phone call should include: youf
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
J. Contact ClEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Addrew.—
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: evee-s -
b. Phone: �94 - I
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.

Mr
ILP �.5
MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

%,:? - SY
OPERATTON & MAINTENANCE PLAN
!;;Pagoon liquid management should be a year-round priority. It is especially
oqamt 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
"tended 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
=iinrain 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:
I . 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:
I . 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 them 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.
I . 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
safay 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). '17his 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.

Management:
Practice water conservation --minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Plfilliff&e feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
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 I 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 lagwn sludge buildup cim 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
consfituents just as you would your lagoon water. '17he 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 sludg� 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
msuring 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 "pert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels --- high levels are a safety risk.
Failure to inspect and maintain the dam,
Excess surface water flowing into the lagoon.
Liner integrity --- protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

REVISED
Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
This revised plan amendment only applies when a S&WCC Chronic Rainfall Plan Amendmentwas completed by December 31,1999.
101AR"D�condnue uscof previous plan amendment and mvert to original CAWW (skip W Facility Number).
B 0 Revise previousplanamendment.
102 If new spray fields (including croplancl, woodland or additional crops) were added in the S&WCC Chronic Rainfall Plan
Amendment, they may continue to be used after March 31 only if they am incorporated into the CAVRAP by Much 3 1,
2000. In no instance may wow be applied to hardwoods or Pines that we located in jurisdictional wetlands or within 50
feet of a perennial or intermittent stream
103' The PAN application amount for mail grains and winter gmaxes to be harvested is limited to agronomic rates and is as
follows (add additional pages as necessary). The rate my not exceed 120 lbs per acre unless additional data and
documentation from a designated Technical Specialist that supports a higher rate is attached. in no event may the rate
exceed 150 lbs per aire:
Field ID Cmp Type Soil Type PAN Rare
104 Watt applied during the period between January 12,2000 and March 31, 20DO most be tested at least within 30 days of t
date of application, and as close in the date of application as practical.
105 This revised plan amendment supersedes the Plan Amendment to Include S&WCC Chronic Rainfall Practices and
Standards through March 31- 2000 dated I 1110/99 and applies on and after 1112/2000.
By signing this plan amendment the Facility Owner I Manager agrees to operate consistent with all conditions in the
Events as revised January 12,2000.
Facility rlMana��.N e(PRINT)
Ya X
cir�y Owner,( Manager Sigfta*
Date Z- 0
KT-
Facility Name
Technical Specialist Name (PRINT)
Technical Specialist Signature
This revised plan amendment must be attached to the original "Plan Amendment to Include S&WCC Chroni
Rainfall Practices and Standards throu�March 31, 200i" with the on farm records, at the local Soil and
Water Conservation District Office, and a copy mailed to the Division of Soil and Water Conservation —
NCDENR, 1614 Mail Service Center, Raleigh, NC 27699-1614 by February 15,2000
' Certified as agronomic rates in accordance with items #4 and 6 of the Soil and Water Cimservation BW1 for A, imal Wasm Management
Systems Impacted by Hurricanes Dennis, Floyd, Irene and other Chronic Rain Events revised January 12, 20,00
1/13/2000

UASTE MANAGEMENT SYSTEM
FOR
LARRY BAREFOOT
TABLE Of CONTENTS
I -Cover
Letter
2
Soils Map
3_conservotigA
Plan Map
-4--SCS--ENC-538-,(SoI
I Investi - gw ti 0 n'�
5
NC-ENG-34 Hazard Classification
5
Lagoon Design Data
��a
a te IT-ti ryzzfi_� P14-ft -
8
Sending Specifications
NC-ENG-10 CExcavation.)
10
oVC-ENG-12 ('Embaftkmcnt.�
11 NC-EA16-12 cpad')
12 AfC-ENG-40 CFlan of Excavation Uaste Storage Lagoon.)
13 Typi cat View of A One -Stage Lagoon
11 Operation and Mai,t ...... Plan
15-Speci f i c-ati on, f o' -C"'t ... blaste Treatment Lagoons
16 Topographical Map WILagoon & Youses
17 Cross -Sections of Lagoon & Pad

TZ
-- %
4
L
a!
'T 7
Lda�t
T",
GuddendA, ilia
B�
4
7
c::D
'51 52 2 230000 FEET 'i3
Mapped, edited, and published by the Geological Survey
r,nnnol bv USGS and NOSINCAA

y
I CONSERVATION PLAN MAP
Owner LARRY BAREFOOT Operator SAME D/-/9a
--Crnunty SAMPSON State Date —
Approximate acres Approximate scale
Cooperating with — Conservation District
Plan identificatio Photo number
Assisted by FERMAN RIGGS USDA Soil Conservation Service
I
-,7X01f
Qo

bAMPSON COUNTY
T
NORTH CAROLINA
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION Of HP[lHWAYS- PLANNING AND RESEARCH BRANCH
1� �IT� IK
U, S. DEPARTWNT OF TRANSPORTATION
FEDERAL HIGHWAY AIWAINISTRATION
0
44
ON
L
-V

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROUAN STREET DEPARTMENT OF
F1149NE (919.j 592-7963 AGRICULTURE
----------------------------- --------------- ---------
OPERATOR:
LARRY BAREFOOT
Flease review the attached plan and specifications carefully.
Retain this plan for your use and records. It -is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the maste- lagoon ---
is— to be constructed. SCS personnel will me& t with all
concerned parties and walk over the sit& to expla'n all--fl-ags
and markings.- It is important that everyone understWads what is
- expected $0 that final constracti�R--meets -plans- and
specifications and the job can he certified for payment Cif ACP
cost -share is involved).
Th� pad dimensions and grades are the best estimate. The
--bikil d�- o�, --coat"�tor -i a rezponst-bLe -for -fi­a�l­l ay""ad--- -
--design-of the pads. SCS personnel will assist �n z�limi-tv-d
—c&pacity, as -its-- major concern is the - proper de�ign and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary_ from the estimates. The design will attempt to balance
cuts andfitts as close as possible, If additional material is
contra cto7anW vane r—witTl negoti a fv-� the price a ad I ocati on
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being act. Import i include
length, width, depth, slopes, topsoil placement, correct
elevations Ctop, bottom, discharge pipes.�, and serding.-
ARE CULTURAL RESOURCES EVIDENT? YES — M49 "I
DES16M REj2UIREMENT: 233,201 cu.ft -8,637 ca.yds.
--------- ---------
ESTIMATE Of EXCAVATION: 203,796 ca.ft -7,548 cu.yds.
--------- ---------
ESTIMATE OF -PAD: 57,321 cu.ft ca.yda,
--------- ---------
ESTIMATE OF DIKE: 29,700 ca,ft -1,100 ca.yds.
--------- ---------
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: cu.yds
ESTIMATE OF TOPSOIL RIOUIRED: 250 ca.yds.
Ratio 2.3 : I
--- Total Excavation -7,798- cu�yds.
Job Class 11
Designed By ffERMAN RIGGS SZ5,193
------------------ ---------
- / L / � .� ' I Date

U. S, Department of Agriculture NC -LNG- 34
September 1980
Soil Conservation Service File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner LARRY BAREFOOT County SAMPSON
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length - of Flood Poo 1 — Ft.
Date of Field Hazard Investigation 4/28/93
Evaluation by reach of flood plain downstream to the point of estimated minor effect
-from sudden dam failure.
—Kind of — amPYovaimints: of Breach
Reach: Length: Width: Slope:- Land Use Improvements Above :Floodwater Above
:-Flood _P�in'- -Flood Plain
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach___.LSUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION- THE LAGOON WILL BE LOCATED IN A
RURAL AREA AND APPROX. 1 MILE FROM SR 1742; APPROX 1001 FROM A TRIB. TO SIX RUNS
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (1, 11, 111, IV, V)
B HERMAN RIGGS, SOIL CONS. TECH.
(name) kLILICI
Concurred By
tname) title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 5/5193
Date 1511/r/-!F-V- -

Operator:LARRY BAREFOOT County: SAMPSON Date: 04/29/93
Distance to nearest residence (other than owner): 2100 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish> x 1417 lbs. 0
0 Sows (farrow to feeder) x 522 lbs. 0
0 Head (finishing only> x 135 lbs. - 0
0 Sows (farrow to wean) x 433 lbs. 0
5120 Head (wean to feeder) x 30 lbs. 153600
TOTAL STEADY STATE LIVE-WFI-GHT CSSLW>— 153600
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 153600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Vol�ume 153600 cubic feet-
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 240 feet width 150 feet
Top of dike at elevation 52.00 feet
Freeboard 1.3 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 50.70 feet
Bottom of lagoon at elevation 40.00 feet -
Seasonal high water table elevation 45.00 feet
Total design volume using prismoidal formula:
SS/ENDI SS/END2 SS/SIDEI SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 232.2 142.2 10.70
AREA OF TOP
LENGTH X WIDTH
232 142
AREA OF BOTTOM -
LENGTH X WIDTH
168 78
AREA OF MIDSECTION
LENGTH X WIDTH X 4
200 110
33019 (Area of Top>
13104 (Area of Bottom)
88124 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom3 X Depth/6
33019 88124 13104 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 239407 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
240 150 36000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 36000 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in-CF/LB SSLW O._00136
Volume = 153600 Lbs. SSLW X CF of wagte/lb/day X ISO
Volume = 37601 Cubic feet
S. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot --
Volume = 21000 Cubic feet
D. Volume -of 25 year — 24 hour storm
Volume 7.0 inches / 12 inches per foot X DA
Volume 21000 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 37601 Cubic feet
SB. 0 Cubic feet
Sc. 21000 Cubic feet
SO. 21000 Cubic feet
TOTAL 79601 Cubic feet

6. SUMMARY
Total required volume 233201 Cubic feet
Total design volume av�il.= 23a40-L-Cub i c- feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 153600 Cu. Ft.
At elev. 48.00 Ft; Vol= 158208 Cubic feet (end pumping>
Total design volume less 25yr-24hr sLorm 218407 Cu� Ft. --
At elev. 50.00 Ft; Vol= 216840 Cubic feet (start pumping)
Seasonal high water table elevation is 45.00 Feet, which must
be lower than the elevation of top of treatment volume 48-.00
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION—PI!:AN
ADDITIONAL NOTES: -------- -------------------------

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. -"PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
- -- - -(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0.0 ILBS. RYE-GRAI-N @ 30-LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS- ---------------- -------
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER <1000 LBS. PER ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
200 SALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
____WPPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER 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 (3") and stockpiled for use on dike
and p'ad slopes (2-3"). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut—off Trench:
--------------
A out —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 compactedwith a SCS approved
material (i.e.—CL,SC,CH). Refer to the soil investigation
i nf ormat ion-i n__the_ p I ans f or, speo i a I cons! de rat ions. 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.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be 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) rai nf al t that
occurs on the average of once every 25 years. The volume of
waste.,generated from a given number of animals will be fairly
a n.-Cant 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.
Theaverage annual- sxcsss�rainfall is approximately a 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
elevaf- -2to-b" i pm ing
i pe�i a­nort�i ns baf+ed��thw' a ion Tw� mir i=
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 any time between
these two elevationsfor operating convenience as site
conditions permit <weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended the 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 Pre -
charging is completed, 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 B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 50.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 48.00 or before
fluid depth is less than 6 feet deep (this prevenl;s the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 58601 oulb-i,c-feel; or- - 438338 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 0.4
inches per hour.
5. Keep vegetation on 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.
B. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 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.
NOTES:

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
L- A F,' Y 0 A FR' F- ll`� (D C) -F
i n
Sampsion Cwurty,—No rth Caro I i na
Designer : HERMAN RIGGS Checker ----------
Da-te : 05/03/93 Date ---------------
Job Number 004
5120 NURSERY
:
** EXCAVATION **
� ** FILL **
Top
Left
Right
Off-CL
CL
Dist :
Area
Volume
Area
Volume
Width
- SS
SS_
(f t)
Sta-
—(f-t),—�
(SqFt)-
(Cu.Yds>
<SqFt>�
KCu,.Yds)
160
3-1
3:1
200.0
0+91
0.0
385.2
9
0.0
119.3
�0
3:1
3:1
200.1
1+00
0.0
330.3
188
0.0
2123.4
ISO
3:1
3:1
200.0
287+.5
0.0
246.8

US Department of Agriculture
Soil Conservation Service
C-RGSS-SECTIDN-DATA-
QUANTITY CALCULATIONS
prepared for
L- ^ FZ F;.* Y E�; A F,' E: F7 0 0 Y
in
--samPsan County, North Carolina
Designer ; HERMAN RIGGS Checker ---------------
Date : 05/03/9a Date ---------------
Job Number 004
5120 NURSERY
TEMPLATE DATA:
Beginning Elevation = 52
-Bagi-nninjL_Stati an = +a4
+34 to 1+o6 - d/3cll6O\3
1+00 to 360+.5 d/3o]160\3
�'�TION NUMBER 1
Centerline Station +91
ORIGINAL DATA:
0.00000 ft/ft
0.00000 fb/ft
0.0 / 47.0 100.0 / 50.3 2bO.0 / 50.6 300.0 / 48.9 400.0 / 50.8
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 47.3 100.0 / 50.3 200.0 / 50.1 300.0 / 49.6 400.0 / 51.6
SECTION NUMBER 3
Centerline Station 287+.5
ORIGINAL DATA:
0.0 / 45.7 100.0 / 48.9 200.0 / 50.1 300.0 / 50.5 400.0 / 51.6

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
L-^RFQ"V E3^RE�FC)0-l-
in
Sampson County, North Carolina
Of isigner : HERMAN RIGGS Checker
Dabe : 05/03/93 Date ---------------
5120 NURSERY
; ** EXCAVATION ** �
** FILL **
Bot
Left
Right
Off-CL
CL
Dist
: Area
Volume
Area Volume
144 dth--
---sta—
--Xft>
—(wt)
78
3:1
3:1
84.0
0+91
1101.7
0.0
9
364.1
0.0
is
3:1
3:1
84.0
1+00
1082.8
0.0
186
7437.0
0.0
78
3.1
3:1
84.0
287+.5
954.2
n6tl 0
0.0
'19 48

US Department of Agriculture
Soil Conservation Service
CROSS--S=DN-DA7A
QUANTITY CALCULATIONS
prepared for
L-ARRY 13ARCF-00-T
in
Sampson County, North Carolina
Designer : HERMAN RIGGS Checker ---------------
Date : 05/03/93 Date
5120 NURSERY
TEMPLATE DATA:
Beginning Elevation = 40
---Begi"-i:nj=Stat!on -- -+Sj
+91 to 1+00
o\3ol78/3
0.00000
ft/ft
1+00 to 287+.5
c\3c]78/3
0.00000
ft/ft
'TION NUMBER I
Centerline Station +91
ORIGINAL DATA: -
0.0 / 47.0 100.0 / 50.3
200.0 / 50.6
300.0 / 48.9
400.0 / 50.8
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 47.3 100.0 50.3 200.0 / 50.1 300.0 / 49.6 400.0 / 51.6
SECTION NUMBER 3
Centerline Sbabion 287+.5
ORIGINAL DATA:
0.0 / 45.7 100.0 / 48.9 200.0 / 50.1 300.0 / 50.5 400.0 / 51.6

J-S. DEPT OF AGRICULTURE
SOIL CONSERVATION SERVICE
NC:-ENG- 1Z
EARTHWORK COMPUTAIION SHEET
- EXCAVATlCN
NAME: L BAREFOOT
ADDRESSt CLINTON
--------------------------------------
iSTA.1 END �SUM OF DIS.t DOUBLE
i AREA :E.AREA : VOLUMIN
-------------- ----------- A ------------
-1! 741 0: -------------------------
------------- 10961 �12: 3507-21
2; 106: 1096: -------------------------
------------- 2172i 941 2041681
3i 200; 1076i ------------- I -----------
------------ 1 Z023i 741 '4970Z!
4: Z74: '1471 -------------------------
------------- 947t z6i 246Z+Z;
5: 300: 0: -------------------------
------------- 0: -300: C) i
6; 0: 0: -------------------------
------------- 0: ()i oi
7: Oi 01 -------------------------
8: 0! 0: -------------------------
------------- 0: 0: oi
9i oi oi -------------------------
------------- oi oi
10; 0: 0: -------------------------
------------- oi 0: 0!
�li 0: 0: -------------------------
------------- Q: 0:
Izi 0! 01 -------------------------
------------- 0: 01 0:
13; 0; 01 -------------------------
------------- 0i oi 0;
14: oi (); -------------------------
------------- 0: 0; 0:
151 oi 0: -------------------------
------------- 0: 0: 0:
16i Q: 0: -----------------------
------------- Oi oi
17i oi C)i -------------------------
------------- 0: 0:
lei 0; 01 -------------------------
------------- 0: 0! oi
19! 0: 0; -------------------------
------------- 0: 0: () i
zo: 0: D! -------------------------
--------------------------------------
!TOTAL 413564:
---------------------------- ----------
DOUBLE VOL
VOLUME
� 1
COMPUTED BY lank Gay
1-06782 C:U. FT.
----------
765,� C:U. YDS.
----------
CFE 5/4/93

NE: 1+00- ---
1 2 3 4 5 6 7 8 9
-------------------------------------------------------------------------------------------
----------
----------
48.8: bO.3: 50.6: 40.01 40.0: 48.8: C.Gi 0.0! O.Oi 0.0!
11
30181
11
48801
-------------------------------------------------------------------------------------------
Z�
5060i
z!
m :
i 60: 100i M: 1641 36: 601 oi 0� 0: ot
3i
IS&
3:
FM
-------------------------------------------------------------------------------------------
41
6fMl
4:
?MO:
5:
4197;
5:
24001
6:
0:
6,
of-
7:
0�
1
0:
8i
ot
8i
oi
9:
oi
9i
oi
----------
----------
26635:
M71
----------
----------
----------
:
1096:
LIME: 2+00
----------
1 2 3 4 5 6 7 ? 9
----------- ------- - - ------
+-.---+
1 49.0: 50.31 50.11 40,01 40.01 49.01 O.N 0.01� O.Oi 0.0:
ii
MIS!
1:
4900:
-------------------------------------------------------------------------------------------
2:
t�3101
Z�
9756;
60t looi 194: 164: 86: 40: oi 0; oi 0:
3:
T7601
31
8216!
--------------------------------------------------------------------------------------
4:
65601
4:
34401
5!
4214!
51
7400:
6:
0!
61
0:
7;
0:
Ti
oi
8;
oi
8;
0;
9i
0;
9!
0;
----------
----------
:
z6w :
i
287151
----------
----------
----------
i
1076!
3 LINE: 3+00
----------
1 2 3 4 5 6 7 8 9
-------------------------------------------------------------------------------------------
----------
----------
1 47.5: 48.91 50.0: 40.01 40.0; 47.51 0.0: 0.0! O.Oi O.Oi
U
1130i
1;
4750!
-------------------------------------------- ----------------------------------------------
Z:
5000:
21
9438!
i 64: loo: 193; 164: 86: 64: 0: 0; ot oi
3:
77ZO:
3:
SZON
------------------------------------------------------------------------------------------
4'
65601
4�
3440:
5:
40W
5:
2560:
61
0:
6:
0:
7:
oi
V
0;
0:
8:
0:
0:
9;
0;
----------
----------
:
�649S:
:
m8s:
----------
----------
----------
i
W!

TYPICAL VIE-11 OF A ONE -STAGE LAGOCV SYSTEM
Confinment Building Top Width 12.1
1 41
I
Settled Top Elevation 52.0
OUTLET PIPE RLLV.
E 'V*
O'JT LET PIP BLL
SS SS �3. 1
Pit TREATMENTJ
LAGOON
0,
pt
10,
Depth
Pipe (Needs to be adequately
supported)
Bottom 21 ation 400
4
BE 3 , I

M�. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: Larry Barefoot Date: 5/3/93
County: San4)son
Adc1reSS: Rt. 1 Turkey, N13 28393
2401 —
(SM bftk fW volum =kWANtow)
Use of facility:
Capacity. --------- ealons __ft3
soil �:
Bench
Bottom
Normal Liquid Loval
Storsqo for normal Precip.
Maximus Liquid Level
23 yr. $term Storage
crest z5w
MaX.Flow Depth
rreaboard
Top 99 Dan,
T.B.M.
40.0
rt.
M
M - �-Fvtt
slow
Eie� -fM.*C'

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