820097_Permit Renewal Application 2019_20190410

state of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste @lanagement systems
Request for Certification of Coverage
facility Currently covered by an Expiring Sarz Non -Discharge General Permit gem
aw ender these Seats
amber 30. T019. the Nonh Carolina Shaer Non -Discharge Gxneal Permits for Animal Waste Mena ant Systems t I
On 5l, these pe i r m Their eaptlelion dare. Therefore, all apPl'mations
zcpite. As rzquirad by rnits. facilitiae that have been issued Certificates of Cmecaee I. op
Nan-Discharez G¢nztal Permits must apply For cznewal at least 180 days pc o a
rno laterthum Apri13, 1019. nake anY aesess09 a rNaddns belmf.
nest be srelced by the Division of Wa2r Rnm swered. Please verify it i l rmafian and i
Please der all hove any 9nestion
"Plh ad"ll ang be signed and dared br Ole Permars' AW S V 0097
Caaifaare Of Coverage Number'.
I, Farm D'. umber: 9"-0041
Facilicr Nmnx: ARti _Faun
}, Lando•nzfs tdmnx l,ma as on mz l3340all, Udder Ile Plmp-
BS\\
33J0 Udder"Ile Rd Zip, 25.11 -bg4}
4. Lando\enzis M1tailim_ Address: —� rate: NC
Cin: Faison
910-990-019'_Ell . E-mail: canna e�msn coo
Telephoner Numhec �d v'llz Rd Zip: ?Ssdl
5. Fstill, Physical Address:
State: NC
City: Faison
s located: Si
6. Cant.-ahere Faciliryi A .B Wartxn
Farm llaoage's Name (ifdifferent from Landowner):
7.9L0-990-0199 E.y
B, Farm hlanaaxfs telephonx number )include area Code): h1u hv-Btocvn LLC
t "None"1: �� OIC W: 988099
9, Imearamr's Name lif tb¢re is vot an lv[egmmr, wnx Phovz No. 910-i9^_-1200
10 pperamr Nmne(OICL Fave H.Barefoot
it. Lessees Nome I Rhea is not a Lessee, wrirs"Nana"K
12. Indian" animal operation rypx and number
Allowable Crum
Permit
Operations Typs
Cutlet,721)
—
Swine- Feadecto Finish
9S-r Trna;lon,
Times
Cattle
waLuling Chickems
Hors s-Orhu,
a
Sr•lae -
Dai n Celi
Latin_ chick".
Sheep -SheaP
\l eanm Flnish
Dairy Heifer
Pull ets
Sheep
Olher
\Ran m Fexda
Milk Cuw
Turkeys
Fxrtmc m Finish
Drc
Turkey PnlM
Rto Ruda, Flnisb
Beef9wLzr Calf
l sulks,
-
FanmcloRean
Beef Feeder
111, Ocilla
Fero. m Feeder
Beef Broad Carc
$un Lois fall,
Bvmr Sod
Oulu,,
Dins
Liners
011111

Storage Ldecons
iVerib he following
information is accumtx
and complete.
Make all necessary
I" We,, Treamsam and
and missing dam)
mwecLL:ons provide
Estimated
Design FrecboaJ
Enima¢J
Liner Tree
Surhw acne
"Redline"
Duce
hei
IClm, symc.
C opaertv
lwonm Rai
IlneM1esl
4n¢wr e
EBuilt
Unknm
tCubi' Eeeo
" -
!� 1
b 73
�
1 ''
19 3ws,
c_
Waste Mou"I'neut .Plan (CAW,,,) with this completed and signedapplication
h1a11 one (1) topv of the Certified Animal
143-215.IOC(d) to the address below.
in; rc,riwed by ssC General Statutes
The CAW1IP mrst include the following components:
Plan (WUP)- { tl b tM1 tl 'fed technical. containing:
I. Tt a rued Was¢ UtlGzatlon
is to he disposal Feld' (e.g.irtigation, n echpn. etc.)
a. The mxthotl by which waste applied
field used for land application Ifor example: i... union map)
b. A map efevery
The sail series present on every land applicmion field
1.
d. The crops crown on xven land applicmion field
in the N'Up
The Realistic Yield Eapumtrun (RYE, for ever) crop shown
e.
f. The mnsimum PAN to be applied to eaery land application field
The waste application windows for every crop utilized in the WLP
g.
h. The regrind NRCS Standard specifications
2. A sine map/schematic
3. emergency Action Plia
Centiol Checklist with chosen best oraranement practices noted
4, 1.sect
5. Odor Control Checklist with choaxn best manaeemeat practices noted
is Csaturvilre
cCabovehecklist
6_ Mortality' Comrol Checkhstrvith selected method noted - Use the enclosed updated PMaosea'be table is
accurate and
]. La.000n4tomge pond capacity docurneat. too (design. calculations. etc.)
hazard classifications that may be
applicable to
c mplo" Also provide any site evaluations. wetland detemtinaticas, or
your facility.
g. Operation and Idaituerance Plan
this list, please include the additional components with your
submittal.
If you, CA\46tp includes any 'corporeal' not shown on
(c.g. ronrpnstin_'. digesters. rvas(e undlie". ene)
or the package. > can scan and email are signed
copy or rM1e
As a and option ra mailing Paper copies
Re.cluiai
to: 2019PermitRenew aLa ncdenr.goa
application and all the CAW 61p items abm'e

lae
the best
f my
if......bar his
poppli,tiothishi, b1l elaAebe dtbconPleted is
thae if n all o"'moldt eupp-rim, oinformd.r, land ettachmevsa met not
all
included. this application package will be retumed to me re mcomplete.
ash
am, false
,art: Ina ordunre with NC General Statutes e ur..6A end I43-2I S.6B, any person ,,no wupp to 8'_i A00 per erlolotwo. 118 tUAC.
reproseutafion. of elftificalum In any application may be subject m civil p<nari'onntem of not more than i vean, or both for
Section 1001 provides.. punishment by a fine of not more than 510.000 or ii p o
a similar offense.)
Printed Name of Signine Qf ioial ILandmvner, or if multiple Landowner all landm.nea should tier. If Landowner is .
corporation: signature should be by a -principal executive officer of the corp(ration):
til 17c I;j 3[... Nc Ccnns
Notion:
I Title: L _.
Date: `(-L
Signature T
Title:
Name:
Date:
Siomblu' -
Title'.
Hour,:
Date'.
Signature:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOW\'ING ADDRESS:
NCDEQ-DW'R
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number, f919) ]0"L9100
E-mail: 2019Permirlten enaVa oadear.g"
FORM: RENEWAL-STATEGENEWAL0212019

VelSion—Nav2mber 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
a primary versus secondary option
MeH ods o,herthanMultrthl those listed must bo methods e approved by the State Veterinarian,
primary secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of of water
animal
u et from a
��aSh1 6h403). The bottom olf the beast urriialsprt should beat least one foot flowing stream or above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .02M
Rendering at a rendering plant licensed under G.S. 106-166.7.
Complete incineration according to 02 NCAC 52C .0102.
L❑JI Imo❑ d by the NC Department of Agriculture 8 Con -
A composting system approved and permittesumar Services Veterinary Division (attach copy ofpermi ted from NC DEQ.
If compost is distributed off -farm.
additional requirements must be met and a permit is requir
,
-y In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
u NC Department of Agriculture 6 Consumer Services (G,S. 106-549 70).
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 an NODES pe
rmit. These plans are
mar -
also recommended for all animal operations. This pllaa n outlines farm -specific mortality UP-
agement methods to be used for mass morea[ - The NCDA&CS Veterinary Division contact the Division for guidance,
ports a variety of emergency mortality disposal options':
A. catastrophic mortality disposal plan is part of Me facility s CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
NC General Statutes and NCDA&CS Veterinary
Burial must be done in accordance with
s 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 imminefdcedurest threat for measure$ for disposal a cordi gsease emergency, the State eto 3.S a106 399 4 ct
additional temporary p
i /•, �� l Date
gnatwe at Farm weer/Manager
Dot.
Signature of Technical Specialist

Insect Control Checklist for Animal Operations
gutters • Accumulation of solids ❑ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
❑ Remove bridging of accumulated solids at
growth
• Cmsted solids O
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than G to 8 inches
overrxtore than 30 percent of surface.
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
7 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
❑ Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

surfaces
pits
fans
ment Odor Control Checklist
swine Farm Waste Manage
cmrse
Swine production Vegetative or wooded buffers
❑ Rec mended best management practices
Good judgment and common sense
m Dirty manure -covered
CI Dry floors
animals _
o Urinc
• Partial microbial
decomposition
• volatile
m Dust
a Waterers located over slotted floors
❑ Feeders at high end of solid floors
❑ Scrape manure buildup from floors
❑ Underfloor ventilation for drying
❑ Frequent manure removal by flush
or scrape
i
C
ventilation
movement
retween groups
o Uusr ❑ Feed additives
❑ Feeder covers
❑ Feed delivery downspout extenders to feeder
covers
o Agitation of recycled lagoon ❑ Flush tank covers
liquid while tanks are filling 0 Extend
f ll lines
to near bottom of tanks with

• Agnauou ui
conveyance
Aeitation of
e
Swine Farm Waste Management Odor Control Checklist
BMPs to Mi
wastewater ❑ Underfloor flush with
liquid while pits are filling
Agitation during sump tanl
filling and drawdown
collection or conveyance
i unction boxes
❑ Cxtend recharge lines to near bottom of pits will'
anti -siphon vents
O Sump tank covers
wastewater ❑ Box covers
wastewater
It lagoon conveyance
Lagoon surfaces • Volatile gas emiss
Biological mixing
Agitation
Irrigation sprinkler . High pressure
nozzles • Wind drift
level
❑ Correct lagoon startup procedures
❑ Minimum surface area -to -volume ratio
Cl Minimum agitation when pumping
❑ Mechanical aeration
Cl Proven iological additives
Cj�jrrigate on dry days with little or no wind
Cl Mi ' n recommended operating pressure
Pump intake near lagoon liquid surface
O Pump from second -stage lagoon

Source Cause
Manure tracked onto o Poon;
public roads from roads
farm access -
Additional Information:
Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor Site
d access El Farm access road maintenance
Swine Manure Managemem; -
Swine Production Farm Potential Odor Sources and Remedies; Lago Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PII-I-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Plies; PRO107, 1995 Conference Proceedings
Available From:
NCSU—BAE
NCSU—BAE
NCSU—BAE..,
NCSU—BAE
NCSU—BAH
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

EMERGENCY ACTION PLAN _11
PFIO E NUMBERS
DW 9la 6 - ),5
EMERGENCY MANAGEMENT SYSTEM 9/1
SWCD S9d'ZMS
NRCS S2; - 7963
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. Yea should not wait until wastes reach surface waters or
leave your property to. consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
I. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow —possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field —actions include:
a, Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers —actions 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 —actions include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks —possible actions:
a. Dig a small sump or ditch away from the einbankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
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?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property, damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
_i 3. Contact appropriate agencies.
Y
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone . After hours, emergency number: 1-800-958-0368.
Your phone call should include: your name, facility, 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 undertaken, and the seriousness of the situation.
b. If spill leaves the property or enters surface waters, call local EMS phone number-
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number , local SWCD office phone number
and local NRCS office for advice/technical assistance; phone number
4. If none of the above works call 911 or the Sheriff's Department and explain your
problem to them and ask that person to contact the proper. agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractor's NameC.-�TAoh
b. Contractor's Address:
c. Contractor's Phone:
2 December 18, 1996

141)
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: '!L;9 5 — 6✓ L` �i =�
b. Phone: Wa 2W'3
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, 1996

ANIMAL WASTE UTILIZATION PLAN
\c n
Producer:
ARRY BAREFOOT
Location: 1605 GOSHEN CHURCH ROAD \
FAISON NC 28341
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 3720.00 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
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Paae: 1

ANIMAL WASTE UTILIZATION PLAN -
S. 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.
Thiswaste 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.)
3720 hogs x 1.9 tons waste/hogs/year = 7068 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3720 hogs x 2.3 its PAN/hogs/year = 8556 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.

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
B
LS
COMM N
**.
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4303 1 NoA
SHDC
33.0
132
0
11.29 1490'. 2,8
iI
Hgo.3
JUN-AM
1-y4d"
4303 -1 NoA
W
51
122.4
0 11.28 1380.67
I
l387,i 54iP-APR
Ocl
4303 2 NoA SBDC
33.0
132 0 17.18 2267.76
I
224 i. a JUN-ABU
4303 -2 NcA W
51 122.4 0 17.18 2102.83
I
21o2..S -81R@.-APR
C3( F
J3
3
NoA
SBDC
33.0
132
0
2.97
392.04
JUN-P&e
C'I.
03
W 51 122.4 0 72.97 363.528
I1 3(!3I 1 1 a -Hi% -APR
SHDC 33.0 1132 10, V
I
I 51 122:4 0 _I1.58 ,193.392
S �11GE?P-APR
I
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow. summer annuals.
TOTAL18399.06
NOTE: The applicator is cautioned that P and K may be overapplied
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..

7684
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 notown adequate land.
See required specification 2.)
DETERMINING PHASE
CROP
YIELD
LBS
COMM N
**
* LBS
CODE
AW N
PER
ACRES
AW N
-
PER AC
AC
USED
----
or
------
APPLY
RESID.
APPLIC
METH
N
TIME
C
32
40
0
9.13
365.2
U"5 _d
MAR -SUN
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AN N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP
UNITS
PER. UNIT
F
BUSHELS
1.25
SOYBEANS DC
BUSHELS
4
WHEAT -
BUSHELS
2.4
TOTALS FROM TABLES 1 AND 2
Pao.: 4

TABLE 1
TABLE 2
TOTAL
ANIMAL WASTE UTILIZATION PLAN
LES AW N USED
8399.064
PACRES
365.2
8764.264
*** BALANCE I-Zua.zov
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Pa,.! 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres .shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your. production facility will produce
approximately 1376.4 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 6882
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 22.94 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 55,056 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 251 depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such thatrunoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility Of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Paae: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
I
Tract
I
Field
Soil Type
4303 1
1 I
NoA
4303
I
1 2 I
NoA
4303
3
NOA
4303
1 4
I NOA
4303
-1
NoA
1
4303
-2
I
NOA
I
4303
-3
NOA
4303
-4
1 NOA
7684
I
1
I
NcA
1
1
Crop
SBDC
SBDC
11 SBDC
(Application RatelApplic. Amount
(in/hr) (inches)
0.40 *1.70
I �
0.40 1.70
0.40 *1.70
SBDC
I
1 0.40
�
W
0.40
1
W
0.40
l
_I
W
0.40
W
0.40
I
-I
C
0.40
1 *1.70
*1.70
*1.70
*1.70
*1.70
.I
*2.35
Page: 7

ANIMAL WASTE UTILIZATION PLAN
* 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 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 8

WASTE 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.
There must be documentation in the design folder that the
producer either owns or has an. agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable .proximity, allowing him/her the use of the land for
waste application. it is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard393 -Filter Strip)
5. odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
G. When animal waste is to be applied on acres subject to
flooding, It will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
.the site during application. No ponding should occur in order
to control odor or flies.
S. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops. for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:A & W FARM
Owner/Manager. Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North .Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed 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: LARRY BAREFOOT
(Please print)
Signature: i Date:
i
i
Name. of Manager(If different from owner):
Signature: Date:
Name of Person Preparing Plan: (Please print)Wilson Spencer
Affiliation:NRCS Phone No
Address (Agency): 84 County Complex Rd.
Clinton NC 28328
Signature: i `✓ y'�-� Date:
Page: 12

WUP Amendment for B&W Finishing Facility # 82-97
For the crop year 2008 irrigation lanes 7, 8, 9, 10, and 1 I can be planted with corn. The
total acreage of these lanes is 17.2 acres and the soil type is NoA
The expected yield is 115 bu./ac.
The PAN that can be applied is 120lbs/ac.
Wheat does not have to be planted following the 2007 soybean harvest on these lanes.
Doug Niemon�
Technical Specialist
11/07/07
* 115bu x 1.25 lbs Pan/bu = 143.75 Ibs PAN — 20lbs Residual PAN/acre (soybeans) _
123.75 rounded down to 120lbsPAN/ac

4
9.
[
VJ
O
o
r
m
a

Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, MOO
1. if this facilitycan comply with its existing permit and CAWMP it must do so.
2. Temporary Addition of New Sprayfields (R) (Check appropriate boxes.)
[) A. _acres of cropland. List crop types used:
[1 B. _acres of hardwood woodland Q too lb, PAN / acre added.
[] C. _acres of pine woodland added @ 60 lbs PAN / acre added
3. Summer Perennial Gmss (Check appropriate box.)
[] A Application window extended for __
[] B. An additional 50 lb, of PAN applied to acres of perennial gmss until first killing frost.
aces of perennial grass prior to killing frost
4. PAN ppOcadon Increased for Small Grains & Winter Grasses to be harvested (Check appropriate box.)
A. PAN application increased up to 150lbs per acre for V-'9acres of small grains or winter grasses lobe harvested,
[] B. PAN application increased up to ISO Ibs per acre for _acres of overseeded summer perennial included m 3. B.
5. Wast alysis (Check appropriate box.)
[ Prior to December 1", 1999 the calculation of PAN will be based on a 35%reduction of the last analysis taken
prior to the fast 25 year 24 hou storm event (COncat waste analysis must be used after Dce.l" .)
f] B. Use corneal waste analysis to determine PAN.
6. Re uired - Maximum Nitrogen Utilization Measmes for Small Grains and Winter Grasses.
A Use of higher seeding rates
B. Timely harvest of forage to increase yield, and
C. Irrigating during periods of warmer weather.
7. Required - Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A Malting frequent, light irrigation applications, and
B. Not irrigating immediately before predicted rainfall.
a. The Owner/ manager is required to manage the movement of animals to and from the facility to tiro ze en corneal
impacts, ensure compliance with the facility's permit and, amended CAWMP, and avoid discharge to surface waters.
9. Authorization to use the additional practices included in this amendment expires if
facwaters.
Ana' discharge is a violation and may result in an enforcement action. ility discharges to surface
10. The owner / operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land application auras.
Facility
/Number-Z -7-
all,
Facility O me /Manager Name (PRINT)
actity— ter///M'anage ignamre
Date //�,7ofjy
Date /i�39�/9
This document must be riled at the SWCD office and be attached to the facilities CAWMP
and be available for inspection at the facility.
(`) New temporary spmyfieids must meet applicable buffer and setback requirements.
Waste must not be applied to wetlands.

I
I
I I
I
-71
Y
1
TOP �F Z�LE
GLt✓
�,_
_..- _._.
� LARRY HAREPOOT
A ANIMAL WASTE LAGOON
SCALE

S. DEPARTMENT -OF AGRICULTURE - Nf,-PNC-GI
Conservation Service 5/93
-OCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
NAME T n,.,fc ,r ACP 0 DATE DISTRICT
SI DE SLOPE __',TOI
50.5 EYE. TOP ELEV.
1
D_SECiI,'.p �rI'JI
� i I
801104 ELIV. �
LExsTu ,T/
Volume m denth G(area of too) + (area of bottom) + (5 x area midsection] . Cu
6
Dee of facility An;m,l waste
Capacity _ Gallons
VOlvme Cost -sharing Cu, Ft.
Soil type Orangeburg
B. M. description On foundation of NW
corner of tobacco barn.
Elay. 50. 00
SUMiL1RY
Eattcm Elcv. 40.5
Normal liquid level Elev. 43.
Storage for normal precip.(Ft) +1.0
Maximum liquid level Elev.
Storage for:
25 yr. freq. pracip. (Ft.) +
Crest ESW Elev,
Stage (Ft.) +
Freeboard (Ft.) + sID
Top of Dam Elev. 50.5

TYPICAL VIEW OF A ONE -STAGE IGOON SYSTEM
Confinement Building
Top Width
12,
Settled Top Elevation
sn s
Fluid Elevation
4®.A
Pit /
i
3
�i 3 1
SS 3 1
SS
SS .3
"/TREATMENT
i
Pipe
(Needs to be adequately
LAGOON U
Supported)
Depth =
,
8
Bottom Elevation
40.5

S. Department of Agriculture NC-ENG-34
Soil conservation Service - September 1980
Fi'e Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR-@MM LAGcd J
Landowner Larry Barefoot County Sampson
Community or Group No. Conservation Plan No.
Estimated- Depth of Water to Top of Dam Ft. Length of Flood Pool _ Ft.
Date of Field Hazard Investigation /2/io /qi
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure. To Sp 17;-5
2
Est. Elev. ::.st. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :-loodwater Above
Flood Plain Flood Plain
Ft. Ft.
1 —
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam 3 b, c) (see NEM-Part 520.21)
-Paw Cll /assification (I, II, III, IV V)
By Z7erm„J 6G v l Co r -T Date / / o J
Hall -,title
Concurred By y� __._
Date i
(name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

INSTRUCTIONS
Jams built with technical assistance from the Soil Conservation Service
,t have a hazard classification assigned by the person responsible for
pproving the design- Most farm ponds, except in borderline cases, -can
Ind be classified after a complete field investigation without assuming failure
the id classifich studieatioon n ed sthrough fThis ieldsheet
studies and heused
sdocumenting recording
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Haz
rd
for loss l Ofslife aandnthefextentare
of damage that evaluating
result if the dam
should suddenly breach --that is-- Possibility
completely washed out. It is to be sa assumed or the dam be suddenly and
released equal to the height of the dam. This aflood t a awavell fwillebe wredu bed
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
o peness of the flood plain., however, in a narrow steep valley slopes
steeper than lto should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.

Fl, NH:_111 , r I'l-V CONCERN:
1: h '? I- - t,,,, 7. i I: , I - ;', a - t t I, e , _ r , , r, . , i ',a', o E - ]- i =, , r 1 [;_ Fo=
_h- p, ,!ra fi_- Ft . I -: q _- 0 w a! 1 11 -ad e a in - u i Fl , .;, , I- :,. 1:: c_ A I -
1: -., -1 _I� d [ , t 1' P - ; 1 kag 0 0 r, 'q 1 11 hm - - t , P Um 0 d ;per. ",
aPd this mAtm : A wi K b, lad o5 Ue land in a wann" Ik a I K1, nnt
th,f
M 1"1 "'ip t, mew
J 17 1 , a 1 5 cm th, a' :q. .,',.ill oi_,ar at i - r,
a ry n: i air.

l41 is: ''e:ur e .are.:.
LliA P.:.: i_rp > m"ui ler'i r^� m lel
r I CaJ- 1 d-r- c:-=r T. I >. 1-1 r 1.t r
aC: n
1 1 - -I J C.jr, I
'1= ���...19 i' r iil�wwr I �:. r.�r• a Fc-nll _ 7,G71 -- s4-)_
b=ci illth: { rru >ui pit..-n=..

ATTACI&ENT A
F.Z. 2
Amount of Nitrogen Produced per
year:
a �,?O animals x _lbs N/animal/yr = _S7o f
total N
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. Your facility is designed for da s of
months.
storage. Therefore, it will need to be pumped every y
The following acreage for waste application will be needed
based on the crop to be grown and. surface application:
f ialtl Sai( Crap Yaalistic Lb . M Acraa LW. N Mon[A of
TYPa Tl altl Pv Ac. UtilizW Appl ica [im
Narrative of Operation
Call the Soil and water Conservation District office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by 41 ive" R� �✓NJ. %L� !1 !a
Name Title 1
Date
Concurred in by
roducer Date
(Copy to 01—d r .n copy to case file)

:tll❑-Ji rAcrro
_-
1® ast Mara e \
-----__ ant
Biolagiral artd Agnrulhinal Engineering
North Camiina State U iOersity
LIVESTOCK WASTE SANPLINO, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barkere
I. SAMPLE COLLECTION -
A. Semi -Solid Lot manure
i. Scraped directly from lot into spreader
a. From loaded spreader, c
different locaollect about 2 lbs of manure from
'ions using nonmetallic collectors.
- Li, From storage
a. Collect about 2 lbs of manure from under .the surface crust
avoiding bedding materials and using nonmetallic coil
ectors.
B. Liquid Manure Slurry.
i. Under -slotted -floor pit
a. Extend a 1/2' nonmetallic conduit o manure popen an both ends into
co it floor.
b. Seal upper end of conduit (e.g., by. placing a thumb ovet and
Of conduit) trapping manure that has entered lover end, remove
and empty slurry into plastic bucket or nonmecall is container.
C. Take subsamples from 5 or more loco clans or at least 1 quart.
d. Mix and add about 3/4 pint to P nonmetallic sample container.
ii. Exterior storage basin or tank -
- a'. $akz sure manure has been ell mixed vith a Iiquid manure
chopper -agitator pump or propeller agitator.
b. Takesubsar..p Les from about
S pit or from manure spreader and place l in a a r ala' from agiea for pump
plastic bucker
• Professor and Extension 5 ecial
Department, Norch Carolina State st.
Uni Biological and Ag;;Cricultural En
y. Raleigh, Engineering

1111 { "i u
2 of 3
c. Nix and add 3/4 pint to a nonmetallic sample contain,,.
C. Lagoon Liquid
L. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
20 flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15' pole.
b. .Extend bottle 10-15, away from bank edge.
c. Brush away .floating scum or debris.
d. Submerge bottle within 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 201 of litter of similar visual quality is
around feeders and waterers, take 1 subsample there and the
other 4 subsamples from remainder of floor surface.
C. At each location, collect litter from a 61 by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take subsamplas from about 5 locations at least 18, into pile.
b. Mix, add 2.3 lb, cc nonmetallic sample container and seal.

OPERATION ;N]D ij.,INTENA"ICE
qs"+ This lagoon is designed for weute i:raat„ent with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to the soil CJnditiens and flushing cper-
a'tion.
Land slip B eatior, on was ie water,is reebgnized as an acceptable
-thud of dispsoal Irrigation by using solid set, center
pivot, gun, or rave eler is the pre fe red and .ost c--ff icien{
method to dispose of the eff luentfncm the lagoon. Care
should be tar en when applying waste to prevent damage to the
crops and to or runoff from the fields.
The following items are to be carried out:
1. Beg in pump -out of the lagoon when fluid level reaches
invert of the outlet Pipes or at a pre -de, od
elevation. ¢0.6
2. Stop pump -out before the lagoon depth is less than 6 feet
deep or a't a pre -de ter mined depth. (This prevents the
loss of favorable bacteria.) PyEV. (.G5
3. The recommended amount to apply per irrigation is one
inch, and maximum recommended application rate is 0.05
inch perhour.
4. It is recommended that the treatment lagoon be precharged
to 1/2 of it's capaoity to prevent excessive odors during
beginning stages of the operation. Precharging reduces
the concentration of the initial waste entering the lagoon
thereby reducing odors. SoiIds should be covered with
water at all times.
1. Keep I- _ stio„ on the embankment and areas around the
agoon and 'building mowed.
6. Repair any eroded areas and establish Sin vegetation
7. Toe Clean Water Act of 1077 prohibits the discharge of
pollutants into waters of the United States. The N.C.
Department En v, ro nm an t, Health, and' Natural Resources
of
<'GENNR), Wastewater Nanagemaeot Section, bas the respons-
s ibllty for enforcing this law.
S. All surface water is to be diverted from the lagoon to an
a.degna. Le and stab le outlet.
NOTE: An analysis of the waste water can be obtained at
commercial laboratories or at a fee of $4.00 per sample at:
NC Department Of Agriculture Plant An a lys is Lab
Niue Ridge Road Center
Raleigh, NC 27611
Phone [phone]

I

-1' BAREFOOT
AREA NEEDED FOR LIOL110 APPLICATION
€�L iai4'Ail`d 72 ACRES
EVIDD .1KE,
"CD _ _
Acxv
POLED LRAZINI
- ___
t
:I a 4 LAW
t
'=r�
F i , _.— tiL Lii of
L
i
"°� ^
� [-
_
iNl I �_ u� r Agn i
•
i ,Kl L
I F -- IIN
A, LIMED SAMS, YOU I ,i�
TAF
_..
AI UVC r Y
_ D1 I3IOU
N eLIF I. _
CCL P..iEP
PALEIG H N,C, 17611
'E En LI FNF
l C^C"
2,N,, 'r -,.FIU _ `,F D:SK Si _911 _
'H --. . _
__i
F i
'4P1
iC AC — G ,-
-
11 LF!
Ifs rPl -- _
-IU 'IPE5
f
, ,
- _.i
r
s� FeEr -F,eZAW ov-rMT

rB�AREFOOT,
rlON:
_.._,. gg ' PLANS TO CONSTRUCT A ig80. TOPPING OPERATTON ON A
'E FAP,E IN THE PG-4 (Gi DDENSVILLE COMMUNITY). HE PLAN-
THE EFFI_UEN, ON CROPLAND. "OWNER: F,EQUEST NO SLUDGE
')At - SLUDGE WILL BE PEM0��EJ qS NEEDED".
= c-onotrlL�Ns�
TI- LOLAFED jE W r.�iGL r OIL
ur �rHE ;Es [,,�E�[PIT € i � li_ERATELn
HE
d -izE
SUED BY HERHAN 'IGG; nND AIL -_
- 1 :-;rLNf Ep
-_ Ib_,
,- ha9
- Cu Ft
,
ke
)C ] sq.
- f1"yer
I D.
i-
�EOEn --
- -----
----------
Ti
-
E Flj
If

TYPICAL VIEW OF A ONE:STAGE LAGOON SYSTEM
i
Confinment Building Top Width 1121
Settled Top Elevation
Pit Y� 85 3 11 SS 3
1 1 SS 3 ;1
11 ;
'. TREATMENT
1 LAGOON
1
Depth = 101
Pipe (Needs to be,adequately
supported) -
Bottom $l e,ation 38.5
i
O

U. S. DEPARTMENT OF AOAICIILMRE '
Soil Eomeroetfan sRrvla
NCENG-AO
I.V. ]/91
- -PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: LARRY BAREFOOT Date: 12-15-92
County: SAMPSON
Address: FAISON, NC
2851 LENRTa - —
\� RI OE GUIE 3 TO t /
50.5
4 / _
YID REDTI9N
T -
-:_ A
+ - -� ' AVE. WITOM ELEv.
(SEA b-ck tar valid, =1wiadms)
Use of facility: Swine
waste
-.-- Capacity:
Gallons
Soil Type: Norfolk
,g
Bench Mark DescriptionTop
of foundation of old tobacco b arn
Bottom
Elev.
38.5
Normal Liquid Level
Elev.
Storage for normal Precip.
(+)
Maximum Liquid Level
Elev.
4a.5
25 yr. Storm Storage
(+)
Crest ESW
.7
Max.Flov Depth
(+)
Ft.
Freeboard
(+)
1.3 ---Ft.
Top of Dam
TB
Elev.
50.5
ELEV.
50.0

U� ueparr,ment or Hgricuiture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
L_.4 F?f2Y F3 Lt F'F_--f--_C]CI"T"
in
-_-- ---Sampson County, North -Carol
—ina----
Designer : HERMAN RIGGS Checker
Date : 12/16/92 - _____________.
Date
1440 FINISHING
OPERATION
_
Bot
Left
Right
Off—CL
; CL
Dist
DAVA
*Area
FILL -
Width
SS
SS
(ft)
-
Sta
(f t)
Volume _ 1
Area
Area
of
Volume
(SgFt) (Cu.YdsS-(SgFt)
(Cu.Yds)
78
3:1
3:1
126.0
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76
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US UepaFtiment oT AgIICUI Lure
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
-- prepared for
LAFi'Fq'Y BA Fes'EF 0 C7 T
_. _.. _... in
Samp�Zo C�untyT-North'- Carolina
Designer
: HERMAN
RIGGS-
Checker
-Date
: 12/15/92
Date
---------------
_______________
FINISHING
OPERATION
Top
Left Right
Off-CL ;
CL .Dish;
; ** EXCAVATION **
Area Volume
**
FILL **
Width
SS SS
(ft) -
Sts (ft)
(SgFt)
(Cu.Yds)
Area
(SgFt)
Volume
(Cu.Yds)
230
3:1 3:1
70.0
0+95
0.0
472.7
130
3:1 3:1
70.0
147
2+42
0.0
0.0
1311.7
9.2

Operator:LARRY BAREFOOT County: SAMPSON Date: 12/15/92
Distance to nearest residence (other than owner): 1000 feet
1. STEADY STATE LIVE WEIGHT --
0 Sows (farrow to finish) X 1417 Its. = 0
0 Sows (farrow to feeder)._ X _. - 522 lbs. _. _ _.- 0 _
1440Head (finishing only) X 135 lbs. = 194400
0 Sows (farrow to wean) X 433 Its. = 0
0 Head (wean to feeder) X 30 lbs. _ 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) --- 194400
2. .MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/Ib. SSLW= 1.0 CF/lb. SSLW
Volume = 194400 cubic feet -- - -
3.-- STORAGE VOLUME FOR SLUDGE ACCUMULATION-- -
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
-
--_.side-taP: lerrgf h.. 265-feet-: --wi-d ttr-`_. =-150 feet `-- -_
Top of dike at elevation 50.50 feet
Freeboard 1.3 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 49.20 feet
Bottom of lagoon at elevation 38.50 feet
------ --.--Seasonal—h i.gh-water ,table eleuat-i_m—44.0-0—feet—_-._ __.
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDEI SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 277.2 142.2 10.70
AREA OF TOP
LENGTH X WIDTH
277 142 39418 (Area of Top)
..AREA -OF --,BOTTOM -
LENGTH X WIDTH =
213 78 16614 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
245 110 107942 (Area of Midsection X 4)
CU. FT. = EArea top+(4XArea Midsection)+Area Bottom] X Depth/6
39418 107942 16614 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 292420 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X. Width =
285 _. 150 42750 Square Feet
Buildings (roof and lot water)
Length X Width =
0 - 0 0 Square Feet -
- ------_— --- TOTAt—PA----42750 Square Feet
_> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate dai-ly. production of manure in CF✓LB SSLW 0.00136
Volume = 194400 Los. SSLW X CF of waste/Ib/day X 180
Volume = 47589 Cubic feet
_ B. Volume of wash water
fresh -water -used fo=r`washing fors 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
Volume 0 Cubic feet -.. -_--
.gal I_on_s_.per-CF _.
= -
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
160 days excess rainfall = - 7.0 inches
Volume = 7.0 Inches X DA J 12 inches per foot
Volume = 24937.5 Cubic feet D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 24938 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 47589 Cubic feet.
5B. 0 Cubic feet
5C. 24938 Cubic feet
5D. 24938 Cubic feet
TOTAL 97464 Cubic feet

6. SUMMARY
Total required volume = 291864 Cubic feet
Total design volume avail.= 292420 Cubic feet
Min. regrd. trtmnt. vol. plus sludge accum.= 194400 Cu. Ft.
At elev. 46.50 Ft; Vol= 194928 Cubic feet (end pumping)
Total design volume less 25yr-24hrstorm = - 267483Cu. Ft.
Atefev. 48.50 Ft; Vol= 265440 Cubic feet.(start_pumping)
Seasonal high water table elevation is 44.00 Feet, which must
be lower than the elevation of top of treatment volume 46.50
DESIGNED BY: APPROVED BY:
-------------------------
DATE: 72�i 6�Z DATE:
.NOTE SEE ATTACHED —WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
-. OPERATOR.:
LARRY. BAREFOOT _ - --
Please 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 thewasteIaGoon
is to be constructed. SCS personnel will meet with all
.concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist
capacity,a-limited
-capacity, -as .its major concern is the proper --design 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 and fills as close as possible. If additional material is
required -after construction is complete on the lagoon,.the
-
contractor and.. owner wi_IInegotiate on the price and location
of. the borrow .area. - - — - -. _- _:..-
It should be noted that certification of the lagoon will depend
upon all specifications being met. Import s include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT? YES ----- NO_L,/____
DESIGN REQUIREMENT: 291,864 cu.ft=10,809 cu.yds.
ESTIMATE OF EXCAVATION: 340,848 cu.ft=12,624 cu.yds.
ESTIMATE OF PAD: 35,397 cu..ft =1,311 cu.yds.
ESTIMATE OF DIKE: 0 cu.ft = 0 cu.yds.
_________
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: _
0 cu.yds
ESTIMATE OF TOPSOIL REQUIRED: - 265 cu.yds.
Ratio 0.0 1
--- Total Excavation=12,624 cu.yds.
Job Class III
Designed By
HERMAN RIGGS
12/16/92
Date

WASTE MANAGEMENT SYSTEM-- ------.______.-.-_
FOR
LARRY BAREFOOT -
FAISON, NC
TABLE OF CONTENTS
-i"=K'!�'l-alsitnl
1 Cover Letter _ --- -
2. Soils Map
3 Conservation Plan Map
4-SCS-ENG-538 (Soil Investigation) _ - --- -
5 NC-ENG 34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan -
B Seeding Specifications
9 NC-ENG-12 (Excavation)
--10 NC-ENG-12 (Embankment) -- - _.-
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan —.
IS Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad

SCSLPq.015
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SOIL MAP
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Owner LARRY BAREFOOT SAME r
�- County SAP7PSON Operator R
q State NORYI{ CAAOLINA
l' Soil survey sheet (s) or code nos.
Aproximate scale
N� C Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service _ September 1980
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 Pool--- Ft.
Date of Field Hazard_ Investigation 12/14/92 - -- -. - Evaluation by reach of .flood plain downstream to the point of estimated minor effect
from sudden dam failure. APPROX.-1/2 MILE TO STATE ROAD 1725. -
Est. Elev.:Est. evation
- Kind -of ;.Improvements: of Breach
-- Reach: Length- Width: Slope: -Land-Use -- - Improvements � — Above :Floodwater -Above -
Flood -Plaint Flood Plain _
Ft.-': Ft. Ft... Ft.
1
2 --
3—�_
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach_ A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION. LAGOON IS LOCATED IN ARURAL AREA.
APPROX. 3001 FROM A TRIB. TO GOSHEN SWAMP.
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21
Dam Classification (I, II, III, IV, V)
By HERMAN RIGGS SOIL CONS. -TECH. Date 17/iL/97
name (title)
Concurred By �"""� C�E'%�2%-�— ! Date
name title -
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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Fieltl che-N 1I. Map. etl [etl 1978 Pa ° 100° iF
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OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste :reatment (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 rainfallafter.
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volumeof
wastegeneratedfrom 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 inches.
Therefore.,anave.rage 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 insta U ed nn_the elevation to begin pumping, a
permanent marker must be installed on thlselevatlono
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimumtreatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions -permit -(weather, soils, crop, -and equ-i-lament to-app-ly -----
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 :ha 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 48.50 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 46.50 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 72527. cubic feet or 542499 gallons. As stated
before, this voluma-.wi H varyconsiderablyfrom year ao year-.z ---- -
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 I-agoon
.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.
_ 'I.- —A l--ir-I-tcr7be--d-i 6erte h-from-the--Fagoon to _ -_ - -
stable outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
_to pon-ds-,. I_ake_s.,. streams, _. Qpen_ditches, etc. Do_noty_ump_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:

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 allexcavated 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 (andpad-siteif
needed) to be stripped of topsoil (3") and stockpiled for use on dike
and pad slopes Q-3"). 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 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-f cot 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 backf iIled and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excess-ive-�r,os-i.on--
and sedimentation. T
Vegetation:
All exposed embankment and. other bare constructed areas shall be -
seeded to the planned type of vegetation as soon as possible
after constructionaccording to seeding specifications sheet.

Attachment B
Page h of 3
North Carolina A gricultural—Extension Service
i-Waste Management
Biological and Agnadturdl Engineering - North Carolina State University
LIVESTOCK HASTE SAMPLING, ANALYSIS AND CALCUL TION
OF LAND APPLICATION RATES
James C. Barker*
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i.-Scraped directlyfrom lot into spreader -
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors.
if. From storage
,. a. Collect about 2 lbs of manure from under the surface crust
1. avoiding bedding materials and using nonmetallic collectors.
B. Liquid Mane Slurry -
i. Under -slotted -floor pit
a. Extend a 1/2- nonmetallic conduit open on both ends into
mane to pit floor. -
-- b. Seal upper and of conduit (e.g., by plating a thumb over end
of conduit) trapping manure that has entered lower and, remove
.and empty slurry into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
®' ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsamplas from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
h` * Professor and Extension Specialist, Biological and Aericultural. Engineering
Denartment. North >lina State Universitv, Raleia} C.

Attachment B
Page 2 of 3
II. SAMPLE PREPARATION AND TRANSFER
�. A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Nand -delivery is most reliable way of sample transfer.
- D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial. sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab, Inc. ifi. Polyfoam Packers Corp. -
7621. Whitepine Road _ 2320 S. Foster Avenue
Richmond, VA 23237 - Wheeling, IL 60090
Ph: [phone] Ph: [phone]
Si. Fisher Scientific Co, iv. NASCO
- - - - -- 3315 Vinton Road--'— --- - - - - -901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, VI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
�- C. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agiicultura
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Bay Campbell
ii. Forward 64 along with the sample.
iii. Include the following identification information withsample:
a. Livestock species (dairy., swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
r, brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; -swine-pit
slurry, lagoon liquid, sludge;.. broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, P, $, Ca, Ng, Me,
S. Fe, Mn. Zn, Cu. B
v. Additional analyses performed upon request: DX, No, Cd. Ni. Pb

Attachment B
Page 3 of 3
II. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D..If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. ASL Eastern Agricultural Lab, Inc.
7621.. Whitepine Road
Richmond, VA 23237 -
Ph: (804)743-.9401
ii. Fisher Scientific Co.
3315 Winton Road
Raleigh, NC 27604
Ph: [phone].
iii. Polyfoam Packets Corp.
2320. S. Poster Avenue
Wheeling, IL 60090
Ph: [phone]
iv, RASCO
901 Janesville Avenue
Fort Atkinson, WI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
C. The NCDA provides this service for North Carolina residents.
i. Address:North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NO 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N. P, R, Ca, Ng. Na,
S, Pe, Mo. Zn, Cu. B
v. Additional analyses performed upon request: DM, No, Cd, Ni, Pb

WASTE MANAGEMENT SYSTEM
TABLE OF CONTENTS
1.
Cover Letter
2.
Soils Map
3.
SCS—ENG-538 (Soil Investigation)
4.
Lagoon Design Data
5.
Nitrogen Content & Acres Needed for
Effluent Disposal
R.
Seeding,Specifioations
7.
Lagoon Size Computations
S.
NC-ENG-12 (Excavation)
9.
NC—ENG-12 (Embankment)
10.
NC—ENG-12 (Pad)
11.
NC—ENG-40 (Plan of Excavated Waste
Storage Lagoon)
12.
Typical View of A one —Stage Lagoon
System
13.
Operation and Maintenance Plan
14.
Topographical Map W/Lagoon & Houses
15.
Cross —Section of Lagoon

CP4-015 --------------
I - SO\
LL S. OEFARTMENT OF AGRICOLTIJ
SOIL CONSERVATION SEP V IFC
CE SOIL MAP
Owner rARRY BAREFOOT
.County SAM S—ON Operato 6P.ME.
j SOil survey sheet (s),orcode nos. State NSRTH CAROLINA
sc
Prepared by U. S.Department of Agriculture, Soil Conservation Servi eate cooperaung20
with F6
Conservation District
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U. S. DEPARTMENT OF AGRICULTURE NC-F.NC_6�
Soil Conservation Service 5/81
LOCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
NAXE _,,me B_f,,,,r ACID II DATE DISTRICT
�\ SIDE SLOPE 310 1 /
50.5 /
@ o \\ E. i0P ELEV. /QID ZEDT1.
h Evc. 00110. ELM 14 _
Vole - death [(area of top) + (area of bottom) + 14 a area midsection o - Go
6
SUNPL\.RY
Use of facility n,cj ,ai Writ,
Capacity Gallons 'Bottom Elev, 4(1.5
Normal liquid level Elev. 48•8
Volume Cast -sharing Cu. Ft. Stora for normal precip.(Ft) +1.0
Soil type Orangeburg Maximum liquid level Elev.
Storage for:
B. M. description On foundation of NW 25 yr. freq. precip. (Ft.) +
corner of tobacco barn. Crest ESW Slay.
Step (Ft.) +
Freeboard (Ft.) - + 1.0
Assume - Elev. 50.00 Top of Dam Slay. 50.5

Confinement Building.
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
Settled lop Elevation So_S
Fluid Elevation 48•9
SS 3 1_ I SS .3 . 1 /
" Pi.pe (Needs to be adequately
.supported)
Bottom Elevation 40.5
TREATMENT
LAGOON
Depth = 8
SS 3 . 1

is S. Department of Agriculture NC-ENG-34
.Soil Conservation Service - September 1980
Fi'e Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR- 4M LAGadJ - -
Landowner Larry Barefoot County Sampson
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool _ Ft.
Date of. Field Hazard Investigation /go
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure. l M L-E �a S� 17z5
A
: Est. Elev. :,.St. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :--loodwater Above
'Flood Plain: Flood Plain
e. Ft. Ft. % Ft. Ft.
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam 0 b, c) (see NEM-Part 520.21)
—2axr Classssif cation (I, II, III, G V)
BY crma,l —7i�661 ,$o,l CnMr 7
name title
Concurred By / -!
—dame(title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date i -

Confinement Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
Pit
Pipe (Needs to be adequately
supported)
Ir
Settled Top Elevation 50_9
Fluid Elevation 46-A
SS 3 , i
SE 3 ._l_ SS .3 1
Bottom Elevation 40.5
TREATMENT 'I
LAGOON
Depth = 8