670077_Permit Renewal Application 2019_20190410

03!2912019 14:02 Richlands Insurance ff A)I)910 324 3589 P.0021005
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Pertnits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permit must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019_
Please do not leave any question .unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated b3 the Permitted.
1. Farris /Cumber. 67-0077 Certificate Of Coverage Number: AW4670077
2. Facility Name: H & K Farnt
3. Landownefs-Na me (sane tits- on'the-Waste Ma �'ei1 tPCt�dr- ._--'�l�ns""�astee�i' �•
4. Landowner's Mailing Address: 622 CedarTorkiLi
City: Betel ' 1 State: NC Zip: 2418
Telephone Number: 9.10-290.25 2{0 Ext. • E-mail::
5. Facility's Physical Address: 1009 Gregory Fer_lrad
City: Richlands State: VC, Zip: »52
6. County where facility is located: pj slow
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is nor as Integrator, write "None"): Mwgily$rown LLC
1 O. Operator Name (OIC): s� ��- Phone No.:--912131¢-1}15 OIC 0: WWI--
!�herf TJeri /-%44s /o-av-i36r- Zz s6V-
11, Lessee's Name (if there is not a Lessee, A rite "None"):
12. Indicate animal operation type and number:
Current Permit Operations Type . Allowable Count
Swine - Wean to Feeder
Operation Types:
5,200
Swine Catti~ `DryP�i� Ohs Tvp
e
wean to Finish Dairy Calf Non Laving Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Pinish Dry Cow Twkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beer'feeder
BoarlStud Beef Broad Cow Wet Poultry
'Gilts Other Ikon Laying Pullet
Other Layers

0312912019 14:03 Richlands Insurance
(FAX)910 324 3689 P.0031005
13. Waste Treatment and Storage Lagoon:: (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Dame
Estimated
Date
Built
'
Liinerr�Type°' •
(Clay, Synthetic,
Unknown) .
•
Capacity
. (Cubic Feet)
Estiaiatedd •
Surface Area
(Square Feet)
• Design Freeboard
"Redline"
(Inches)
LAGOON 01
24 24 44
E a-y
/Y49 7731
L o v
19.00
_
LAGOON ii2
7 ;
' cal a, y
/4IL 43
�5;3
' j`t ,' 0 '
19.00
rl
•
Mail one (I) copy of the Certified Animal Wasti Manage tent Plan (CAWMP) with' this completed --mid" ••siigaed:,application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components.
1. The most recent Waste Utilization Plan (WUP), signed by the owner and m e dified technical specialist, containing:
• . -The oiethodby whiclrwaste is-applied-toth isposal4elds•( gatiorninjectien;ctc.) -.—
b. A map of every field used fin laud application (for example: irrigation reap)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
. f The maximum PAN to be applied to every land application field
g. The waste application windows for every, crap utilized in the WUP
h_ The required MRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
S. Odor Control Checklist with chosen best management practices noted
6: Mortality Control Checklist with selected method noted., Use•the enclosedupdated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, •calculations, etc.) Please be sure the above table is accurate and
Complete. Also provide any site evaluations, wetland detemnmations; or hazard , classifications that may be applicable to
your facility. -
8. Operation and Maintenance Plan
If your CAWMP includes any component not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
applfeadon and all the CAWMP items above to: [e-mail]
•

0312912019 14:03 Richlands insurance TAX 910 324 3689 P.004!005
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understated that,
if all required parts of this application are not completed and that if ail required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note,: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject . to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a finc of not more then S10,000 or imprisonment of not wore than 5 years, or both for
a similar offense.)
Printed Name of Sigoing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a rincipal executive officer of the corporation):
Name: f�it
.�. i r — _ _ �'� +
Signature:
Title: 46-10I/IQ
Date: r 7 'r 3 " /
Name: Title:
Signature: Datc:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-D'G R .
Animal FecdingOperatioas Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number. [phone]
E-mail: 2019PermitRenewai(ncdenr.gov
FORM: RENEWAL -STATE GENERAL 0 1Z019

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

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

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

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

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

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

03129/2019 14:03 Richlands Insurance f A)g910 324 3689 P.0051005
version —November 26, 2018
Mortality Management. Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those.listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burialpit should .be at least one foot above the seasonal
high water table. Attach burial location map and plan.
_Landfill at municipal solid waste facility permitted by NC DEQ under GS 16A NCAC
❑ 13B .0200.
---Rendering. at a- rer ring-ptantiicensed-arider S7 'i06 It6$.7.
o❑
El❑ Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by :the NC Department of:Agriculture & Con-
sumer Services.Veterinary Division .(attach copy of permit). If.compost is distributed off -farm;
additional requirements must be met and.a permit is required from NC DEQ.
El ElIn the case of dead poultry only, placing in .a disposal pit of.a size and design approved by the
NC Department of Agriculture &-Consumer Services (G.S. 106-549.70).
D. Any method which, in the professional opiniompf the.State Veterinarian, would.make possible
U the.salvage .of part of a dead animal's value without endangering.human or animal health:
(Written approval by the State Veterinarian must:beattached).
0 Mass Mortality Plan
Massmortality plans are required for farms covered.by•an NPDES permit. These plans are
•
also recommended for all animal operations. This plan.outlines farm-specfic'mortality man-
agement methods to be used for Mass mortality. ,The:NCDA&CS Veterinary Division sup-
ports a variety.otemergencyt_martal t dis p.al optiapns;.contac ,the Division for Vidance_
• A catastrophic mortality disposal plan is part of the facility's CAINMP 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 Generai•Statutes and NCDA&CS Veterinary
Division regulations and guidance.'
• Mass burial sites are subject to additional* permit conditions (refer to facility's animal
waste management system permit). • .
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for-disposal.according to G:S: 106-399:4.
Date
3 t9
Signature of Technical Specialist Date
5•

03/29/2019 14:02 Richlands insurance TAX}910 324 3689 P.0011005
ROY COOPER.
Oovemar
PA CHAEL S. REGAN
sccritery
LINDA CULPEPPER
Cirecur
.NORTH CAROLINA
Frrykunmentel.QwIItty
February 27, 2019
Chris Canteen
bi & Fann
622 Cedar Fork Rd
Beulavlle, NC 2851g
Subject Application for Renewal of Coverage for Expiring State General Permit
Year Pennittee:
Your facility is currently approved for operation uricicir one of :the :Animal . Waste: Operation State •Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste opeiration .State Non- Discharge. General • Permits, are available •
at https://degnc.govlabputldivisions/water-resoierees!water-quality-regional-ooerations/afo or by writing or calling:
. NCDEQ-DWRt
Animal Feeding Operations Program
1636Mail Service Center `'
Raleigh, North Carolina.2.7699-163 6
Telephone number [phone]
In order •to assure Your continued cover.. a under the. State Non-Dlicha e.LGenerai • Permits, you mist submit' an am licatioa for•
permit,_ coverage to the Division. Enclosed S ou will: find a • "Request for Certificate. of.:Coveraae Facility igorrentl.Covered. by an
Expiring .$tale Non -Discharge General i'4rmlt- The application. form :urine bebp2L corapleted. signed and•• retiimed_by Apetil 3�. 2Q19. .
Please that" • au: must include one (1) . tom of . ihre Cettifed . • Anbtial • Waste Marutitent ent Nair with the.
completed and iiined application form. A list of itemfound. s included* in the CAWMP can be d die • pane 2s► tie renewal
•cation form.
Failure to request renewal of your c over.:r a wider- a general permit within the time • period specified may result in a civil penalty.
Operation • of your facility without coverage under a valid general permit would constitute a, violation, of NCGS .143-215.1: and could
result in assessments of civil penalties of up to S25,000 per, day.
If you have 'any questions about the State . Non -Discharge General . Permits; 'the : enclosed 'application, or, wry related matter . please feel
free to contact the Animal Feeding Operations Branch staff at 919-7079100.
Sincerely, •
Jon Risgeard, Section Chief
Animal Feeding Operations and.GroundwaterSectioii
•
Enclosures
cc (w/o enclosures):
Wilminaton Regional Office, Water Quality Regional Operations Section
Onilow County Soil and Water Conservatiozn•District •
AFOG Section Central Files AWS670072 •
Murglty-Brown.x.LC
no.th Cerolna Deparu rent of airttar,rnentat (Polity 1 D1+bsior of Water. Regaorec=.
612 M. Salsbury SL j 1622 Mail *wipe Cenxr I Raieig4, *Ink Craoi3os 2l+6906
919.707 2000

1W17197
x.i
10/17/97
Location:
Address:
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
Chris Casteen
622 Cedar Fork Rd.
Beulaville, NC 28518
Wean to Feeder
5200
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 and annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields
of the crops 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. Wind conditions should also be considered to avoid drift and downwind 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 acre needed to apply the animal waste is based on typical nutrient content
for this type of facility. Actual acreage requirements may be more or less and should be
1

TRAZATION
;WINE OPERA►TI
Table 1: ACRES OWNED BY PRODUCER
Tract
#
Field
#
Soil
Type
Crop code
Real.
Yield
Lbs. N
Per Ac
1r
Comm N
Per ac.
Acres
Lbs. AW
N
Utilized
Month Of
Application
App Method
172
P-1
AuB
BH 1
5.5
275
3.65
1003.75
Marl -Sep30
172
P-2
AuB
BH 1
5.5
275
3.18
874.50
Mari -
Sep30
172
P-3
AuB
BH 1
5.5
275
2.40
660.00
Mari-
Sep30
172
P-4
AuB
BH 1
5.5
275
3.51
965.25
Mari-
Sep30
172
P-5
AuB
BH 1
5.5
275
1.38
379.50
Marl-
Sep30
172
P-6
AuB
BH 1
5.5
275
3.58
984.50
Mari -
Sep30
172
P-7
AuB
BH 1
5.5
275
1.31
360.25
Mari-
Sep30
3
19.01 5227.75

I'LIZATI
;NE OPERATI
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
Tract
#
Field
#
Soil
Type
Crop Code
Real
Yield
Lbs. N
Per AC2'
Comm N
Per acre
Acres
Lbs. AW N
Utilized
Month of
Application
App Method
Total in Table 2
Total in Table 1
Total
Amount N Produced
Surplus or Deficit
19.01
5227.75
19.01
5227.75
2496
-2731.75
I This PAN is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. Total N must be based on the crop realistic yield expectation (RYE).
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 North Carolina to have a nutrient management plan that addresses all nutrients.
This waste utilization plan only addresses Nitrogen.
Acres shown in the preceding table(s) 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.
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 PAN applied exceed the nitrogen needs of the crop. The amounts
shown in the table below are maximums if the soil is dry and conditions are at the optimum
for soil intake.
4

It is the responsibility of the producer and the land application system designer to ensure
that the application system is designed, installed, and operated properly to avoid any runoff
of waste from the land applied to. Failure to observe the maximum recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
Table 3: APPLICATION OF WASTE BY IRRIGATION PARAMETERS
Tract
#
Field
#
Soil
Type
Crop
Code
Application
(In/Hr.)
Application
Amount (In.)
172
1
AuB
BP
.5
1.0
172
2
AuB
BP
.5
1.0
172
3
AuB
BP
.5
1.0
172
•-1
AuB
SG
.5
1.0
172
—2
AuB
SG
.5
1.0
172
—3
AuB
SG
.5
1.0
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 only be
applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of
the waste stored in your structure be within the 25-year - 24 hour storm storage or one foot
of freeboard except in the event of the 25 year - 24 hour storm.
11-27 7
5

1 ./17197
WASTE UTILIZATI.0 G iRN r+ 6
It is the responsibility of the producer and waste applicator to ensure that the spreader
and/or irrigation equipment is operated properly to apply the correct rates to the acres
shown in Tables 1 and 2. Failure to apply the correct rates or nitrogen shown in the tables
may make this plan invalid.
If assistance is needed, 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 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 395.2 pounds of PAN per year in the sludge.
If you remove the sludge every 5 years, you will have approximately 1976 pounds of PAN
to utilize. Assuming you apply this PAN to corn at the rate of 125 pounds of nitrogen per
acre, you will need 15.9 acres of land. Please be aware that these are only estimates of
the PAN and land needed. Actual requirements could vary by 25% or more depending on
your sludge analysis, soil types, crops, realistic yields, and application methods.
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste, which reaches surface water, is prohibited by
state law. Illegal discharges are subject to assessment of civil penalties of $10,000
per day by the Division of Water Quality for each day the discharge continues.
2. There must be documentation in the design folder that the producer either owns or
has an agreement for use of adequate land on which to properly apply the waste. If
the producer does not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner that is within a reasonable
proximity, allowing the producer 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
6

10117/97
ATE 'UTILIZATION'
FOR' SWINE OPERATIi
crop yields based on soil type, available moisture, historical date, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons
per acre per year providing grass filter strips are installed where runoff leaves the
field. (See FOTG Standard 393 - Filter Strip and Standard 390 - Riparian Forest
Buffers.) These filter strips and forest buffers are in addition to "buffers" required by
DWQ.
5. Injecting the waste or disking after waste application can reduce odors. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation -tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a manner which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor and insects and provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the soil 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.
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 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
7

10/17/97
WASTE tJTI.LITI
,R. SWINE 0PER/�T[
, •'"'�"_,,,z,1� _n...a.�G.._r..\�.s...... ,.�."..5�y.,.._L.�_..�ti;<�....
property boundary and from any perennial stream or river (other than an irrigation
ditch or canal).
• Animal waste other than swine waste from facilities sited on or after October 1,
1995 shall not be applied closer than 25 feet to perennial waters. (See Standard
393 - Filter Strips.)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the producer.
14. Animal 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
wetland(s) by a discharge or by over -spraying. Animal waste may be applied to prior
converted cropland provided it has been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on grassed waterways that
discharge directly into watercourses. 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 truck or other 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 vegetation. Vegetation such as trees, shrubs, and other woody species,
etc., are limited to areas where considered appropriate. Lagoon areas should be kept
mowed and accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
8

1 G 17/97
E UTILIzATIQN
SWINE OPERATIC
WASTE UTILIZATION PLAN 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
utilization plan and 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 DWQ upon request. Failure to comply with the
Waste Utilization Plan may require any cost share funds to be refunded to their source.
Name of Facility Owner (please print):
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
Where owners of animal operations do not have adequate amounts of land to apply the
waste, the producer must provide a written agreement whereby another landowner has
agreed to land apply or allow land application on his or her land. The attached agreement
may be used or some other documentation may be provided.
ADJACENT LANDOWNER AGREEMENT
, understand that Mr./Mrs.
does not have ample land to apply the animal waste produced from his/her animal
operation. I agree and give permission for Mr./Mrs. to
apply animal waste from his Waste System on acres of my land for the duration
of time shown below.
I further understand that this waste contains, nitrogen, phosphorous, potassium, and other
nutrient elements and when properly applied should not harm may land or crops. I also
understand that the use of this animal waste will reduce my need for commercial fertilizer.
Term of Agreement: , 19 to _ , 20
(minimum of Ten years on Cost Shared Items)
(See Specification No. 2)
Recipient Landowner (please print):
10

.,
•
ELIA APPROVA
Name of Technical Specialist (please print): Harry Tyson
AtftliatiOn (Agency):
Address:
Signature:
SWCD Representative (please print):
Signature:
rao: CAindowsW«.ons50200tWasto Utltltation Ptensbc
4 December. 1997
11
Date: 2
Date:
266 d

LEN(g)o4
Pa^ \?O
sa �oyc
k.' 0
L
r
0

Roy Brown Farm
Legends
0 Lagoons
InI Farm Pond
/V Farm Road
Spray Fields
gm Houses & Office
Q Building Site
Produced by
Bill Norris
Onslow SWCD
Aug.14,2001
S
1" = 300'

Roy Brown Farm
.
.
.
1" = 400'
Soils
HU Codes
Wells
Hydrants
Lagoons
Spray Field
Tile Drain
Buildings

�I�j r o �.•J ►�
-)SA
c S •
aoo
.LoSy
. r c' d I (r
1a-5 D.63
..1,00../_
'h
100 o ...
, 360
.s`_ -k

Landowner/Operator Name:
Address:
Telephone:
TABLE 1 - Field Specifications
T11 a -
Field I
Number
Approzlmale
Maximum
Useable Slre
of Field
(acres)
`1.a3
Y.9-1
►.3)
'IA5 3N1\-Ex'. st-
IRRIGATION SYSTEM DES
b(O )
ltQ C?<< rer1
00-“ '- 4C„/
(1 KA 3 �- 4 g i
c`0,1lO r,
N PARAMETERS,'
County:
Date: /a O /q
EXHIBIT D-I
Solt Type
ANQ
� U!3
pu�
Slope
(%)
<c
<5
1 Crop(s)
.L�ri. oc1c,
c3e r m v C' n,
ie C
Maximum
Application
Itale
(bl/br)
IS
Maximum
Appttcallon
per Irrigation
Cycle
(Inches)
1.4
I .a
Comments
P.,11s 1-3
'See attached mnp.
2Tota1 field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II O. Annual application must not exceed the agronomic rates for the soil and crop used.
NR
JU
NC
)96

EXIIIDIT D-2
TABLE 2 - Traveling Irrigation Gun Settings
'Make,
Model and Type of Equipment:
Field Nol
and
Ilydranl Not
Travel
Speed
(R/min)
Application
Rale
(infix)
TRAVEL LANE
Effective EIfeclive
Width (II) Length (II)
Wetted
Diameter
(Feet)
l
b
—4\
9
a 50
11 `I
D GC.,
I- 1
1.0
,•)1.1
a00
c,gy
a(_,r,
-3
1.0
ci'i
'...)0cn
IQ°1
z)f.,c,
t LI
1. n
4,1.1
a CC)
—7(n t_(
C_)
...
'See attached map.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds),11(half circle), T (one third), Q (one quarter).
May also use degrees of arc.
Nozzle
Diameter
(inches)
5,
'Sri
EQUII'MENT SET TINOS
Operating
Pressure
t. Oun (psi)
ry:;
i
i
Operating
Pressure
Reel (psi)
(0Cc,
((DC
Ib�
10C,
I 0 C,
IcUC�
Arc
Pallem3
300
Conunenls
—
_43Ll'\c+c5
*-S.1 ! ( rr i
3.r-I() b , , e ti
V J.,5 1 A e
c r 11 1 }
1.3 A-cy, s -Os, crski r n0 [tint
k3.5t6 /\t. ,C 5 `
* I.31 Acre,S—rc,1.l.1iu..i((
tr11
alf, NC
1996

Operator:
County: — —
Date: —
Oi .t.to nearest residence (other than owner):
sows (farrow to finish):= __
rows (farrow to feeder) :
=ROY & 8MNDON BROWN NUR 1
=ONSLOW
02/29/96
1500 ft.
head (linlshing only):----- =
sows (farrow to wean). —
head (wean to feeder): --
Ave. Live Weight for other operations(lbs.) = : •
Storage volume for sludge accurn. (cu.
Treatment Volume (min. 1 cu. ft/lb.)
25 Year — 24 Hour Rainfall (In)
Rainfall in excess of evaporation (in)
Drainage area of buildings & lots (sq. ft.).
Volume of wash water (gallons/day)
Temporary storage period (days)
Freeboard (ft.):
Side slopes (inside lagoon):
Inside top length (ft):
inside top width (ft): •.
Top of dike elevation (ft.):
Bottom of lagoon elevation (ft).
Seasonal high water fable(SHN1) elev. (ft): _ •
Total r squired volume:
Actual design volume. — — — — —
—
Stop pumping el. (::. or = to 92.6 ft.SHWT):
(::• or = to 97.5 ft.Min)
Required minimum treatment volume: 78000 cu. ft.
Volume at stop pumping elevation. 82877 cu. ft.
Start pumping elev.. -- —
Volume at start pumping elevation:
Actual volume Tess 25yr-24hr rain:
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: = = = = .
Actual volume to be pumped: = _ ::•
r•
127498 cu. ft.
140778 cu. ft.
122778 cu. ft.
125028 cu. ft.
33748 cu. ft.
39900 cu. ft.
2600
1.0
7.5
7.0
180
1.0
3.0 : 1
210.0
120.0
101.5
91.5
92.6
*'TOTAL VOL O K **
110.42
97.7
**TRUST. VOL. O . K. * *
106.25%
99.7
**STORM STOR. O.K."
101.83%
"*TEMP. VOL O.K. xk
118.23%
MO0801241734

;:sY-22-81 09:36 AM
AY-22-81 09:36 AM
P.05
P.04
:orator:ROY 8 BRANDON BROWCounty: ONSLOW
Date: 03/05/9F,
stance to nearest residence (other than owner): 1500.0 feet:
AVERAGE LAVE WEIGHT (ALW)
(1 sows (farrow to finish) x 1417 lbs. -: w lbs
H UWE, (farrow to feoder) x sae 1 bs. A 11)4
0 head (finishing only) x 135 lbs. .. 0 lbs.
0 iow'; (farrow to wean) x 433 lbs. :: 0 lbs
260H head (wean to feeder) x ae lbs. 7A000 lbs
Descrihe other : : H . ..............
MUM lb-,
.... -
Total Average Live Weight
MINIMUM REQUIRED TREATMENT VOLUME or LnconN
Volume 78800 lbs. ALW x Treatment Volume(CF)/lb. FILW
Treatment Volume(CF)/lb. ALW a 1. Cl/lb., ALW
Volume = /0000 cubic feet
SlUNAGE VOLUMC FOR SLUDUL ACCUMULATION
Volume 0.0 cubic feet
1TAL DESIGNED VOLUME
Inside top length (feet)---------------------
Tnside top width (feet) ----------------------
Top of dike elevation (feet)-
Botkom uf lagoon elevation
Freeboard (feet) ----------------------
Sid v.lopes (inside lagoon) -----------------
der;ign volume brismoidal formula
'.,/LND1
4.0
SS/END.! tiSiSTOLI SWSIDEP
3.0 3.0 3.0
WI. or rup
LENGTH * WID1H
109.0
14RCn Oi bOTIOM
LLNUTH * WIDTH
ARI41 or MIDSECTION
trWiTH * WIDTH * 4
18:1_0
rOp
Pir/d1,A
LENGTH
209.0
WIDTH
109.0
22./81 (AREA OF TOP)
cokEn CIF DOTT(.H)
E.F,96W, (Fr Or
MiUSELIION, u tIPLIA 00olOvil
ti9V.)6.@
1,A41 besicroed )(slum. Ova.iloble
hrPIN
9.0
.1.*i .1.
. .
M00801241735

.►1 r-22-01 09 ; 36 AM
P. 06
).
Volume of 25 year -- 24 hour storm
Volume
7.5 inches / 12 inches per foot sE DA
Volume -- 15453.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.. 19048 cubic feet
OB. 0 cubic feet
5C. 14423 cubic feet
ill. 15453 Clthi c, feet
TOTAL 48924 cubic feet
SUMMARY
Temporary storage periodz
Rainfall in excess of evapo•r,at.ion='- �._ ) 7.0 inr..hps
2.; yoar - 24 hour ral.nfall.:..=:-
F 'f r�r_ ht]:�.r•d-:--�•�.._ :.as•r.�•--- ....» • .i 111/: lit:"�s
SC E, c or ... =., _�N.w ••..•••._-=i::.iw :.iris ri ::.::a.:t4.4u:i.-4.7. 1.0 feet
it1 E, CJ-- s ==is.1 I c� J
.[ la � i e1 t:a 1: ea p 1 !? n g 1: t•t - .� -- .. ._ ..._ ... ,' ^ .. _ -» 3.0 :E
:'=.43:4 _:••_: =.:t==2 !s:: sr ...__.... _ ,..:) 21'�'1. M
!t't�:►:tcie top widish w wx=--:�- feet
'Top of dike elevation --_....._..__,. �..__. --- -- _ . 5 feet
Bottom of lagoon t3]. �� >A ...__.-._•~ -.. ��...:��....:) 101. � fr�:at
ev io1'1 Bums «.. ..........»__
Total required... .. �) 91.5 feet
vo].tJttit!=_:-_-;.23,u=s,=__._.=_....__.._.�) 126924t;
ile: t:tt:il design volum@=-•=s.»»aacsaer_
�c.•:a�.,,tla 1 '=�==::w........_..._._ _? 13�E,:';t!i:•i cu. ft. �•
high w,ttert.b1e elevation (SHWT)-••.•=)
pumping E� ] e± v ..- = : Y .. 92.6 feel -
Stop
I'I�.t.,t: he ) or •-• to the.._.�... _.:.:::................,�,�•=�,�) '�7. T foot a►
I1 3HWT F:�1ov. „:,,..�.�.:.:::: ) ' 2• feet :;t be ) car M to min. req. treatment t. fj t l:i_iIl.l 1. re:. m i 1iifPLUU treatment , :mF 1•it; vulctntra� :�
Volume ,:It stop Flctm �-....... _.....-_. _. ) 'yt1r�lf�l�l ca„ .I: t:.
t pin I alevation=,._ ) 79' 'i? T st.'. r• ( Pt.tmhi i g r: lt'v. -••_.. -. :emu:::..- 3, , f e, t.
I'It.t�-r be at tits .............._f ...:.:::::::._ ,:..::��::...:::.:) ��� feet �.
bottom of freeboard . t.':s yr. .rii:infa11
Fir"t;,;,.L volume twit... 25 -.
>rr. 24 hr. f oinfa11-:t.•,) 1.210!':�f
Volume at start pumping elevaati.on =:_.=:= _.__ .
fw,.T,,�.1 i•..'d vo].um6 too be i .........._... ) 13 Ji "1
flr'rt.t;Al. lat.tnitaa?t -- .......__........._::-�..__ 1
volume p].�tal;cad tc� bc, �'._..__.• .� .._ .. ,) ;J;J�t'
pumped: )
Min. tk11.e:I''oe of %i.s11. .linear when i.►:q..1 ed )
Dh.S].GN[:Ii I.fY
APPROV .•l) BY:( I
DR Tr: "11 I IR,
I•liei :;I'..: ilT CFI1..iIF;p i•r►i::"I't:: k!TT....Tri1T1I:It•I PLAN
t..!JI.11I1 II
c u . `f 1:..
cu. ft.
c u.t . f 1 ., >t
38950 cu. '(L. k
1•3 feet:
cvlut
ip ;:t� CAP t i
rSSit 't
4t. SC Al. I
14985 4
►ti"(AL %
�,1++++ •04 0 14
4
M00801241737

MAY-22-01 09135 AM
P.02
LAGOON
PROJECT: 7, r 4ee`,,pI
FIELD INVESTIGATION BY: fbia ei•-1
SITE SOILS INVESTIGATION
COUNTY' ,. • ,r
DATE: e ' / %1;••
SITE SKETCH
7
BORI
NG
DEPTH I WT
SCALE I F
%/
(
BORING NUMBER AND PROFILE
i70 •.. • :.•.• .VYt
Ar
I1 .
•
J
i
M00801241733
BORING / :SAMPL 'NO METHOD. j , ., .
SIGNA PURE:

Operator.
County:
Dote: — —.
Dist.to nearest residence (other than owner):
sows (farrow to finish): = = =
ROY & BRANDON BROWN NUR 2
ONSLOW
03/13/96
1500 ft.
sows (farrow to feeder): oder) :
head (finishing only):--- — —
sows (farrow to wean) : �.
head (wean to feeder) :
Ave. Live Weight for other or erations(ibs.) = ;•
Storage volume for sludge accum. (cu. ft): =
Treatment Volume (min. 1 cu. ft/tb.)
25 Year — 24 Hour Rainfall (in.)
Rainfall in excess of evaporation On.)
Drainage area of buildings & lots (sq. ft.)= ::•
Volume of wash water (gallons/day)
Temporary storage period (days) —
Freeboard (ft.):
Side slopes (inside lagoon) :
Inside top length (ft.):—
Inside top width (ft). ----
r
Top of dike elevation (ft.).
Bottom of lagoon elevation (ft):
Seasonal high water table(SHWT) elev.(ft):
Total required volume:
Actual deign volume:— -- — — — —
Stop pumping el. or ; to 97.3 ft.SHW) . 102.3
(::• or = to 102.3 ft.Min.)
Required minimum treatment volume: 78000 cu. ft.
Volume at stop pumping elevation: 78612 cu. ft.
Start pumping elev..
110•11 NM IMMO M.
Volume at ::tact pumping elevation:
Actual volunv ;ass 25yr-24hr rain:
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: = _ = = :••
Actual volume to be pumped: = _ ::•
122146 cu. ft.
1243$1 cu. ft.
33806 cu. ft.
43534 cu. ft.
104.5
2600
1.0
7.5
7.0
180
1.0
3.0:1
220.0
115.0
106.3
96.3
97.3
127619 cu. ft. **TOTAL VOL O.K. **
140193 cu. ft. 109.85%
"TRMT. VOL O.K..**
100.78%
"STORM STOR. O.K."
1C1.83%
**TEMP. VOL O.K.**
123.77%
M00801241836

,AAY-22-01 09:37 AM
P. 11
P. 09
ator•:ROY & BRANDON BROWCounty1 ONSLOW
Date: 03/ .13/96
stance to nearest residence (other than owner)
1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417 lbs. 0 sows (farrow to feeder) x 5a2 lbs.
0 head (finishing only) "'
0 sows (farrow to wean) x 135 lbs.
x 42o
2600 head (wean to feeder) lbs.
Debcr-ibe other- : x +� lbs.
O lbs
O lbs
O lbs
O lbs
78000 lbs
0
Total Average Live Weight =• 78000 lbs
MINIMUM RIi(; 11 i FLED TREATMENT VOLUME OF LAGOON
Volume = 7E000 lbs. ALW x Treatment Vole.{me (CF) /lb. ALW
Treatment Vole. a (CF) /1b. ALW
Volume s 78000 cubic feet 1 CF/lb. ALW
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (fNet)
Inside top width n
( fool:) -----•------
Top of dike elevation -..._..__...._..._..__._._..-....._.--_
Bottom of lagoon elevation
Freeboard (feet).... _..._......._ (feet) _.
Gide
slopes (inside lagoon)-------___._ ....-...._ .-
Total design volume using prismoida), formula
`•-l• NDI,
�. k?
.':i`)/ENO;;• S:' roE1 SS/GIDE '
3.0
LENGTH
220.0
115.0
106.S
'6.;:
1.0
1
WIDTH
109.0
nrti:n OF TOP
LENGTH * WIDTH • :.:
::1 4. 0 109.0 3a6 (AREA OF TOP)
AREA Or BOTTOM
LENGTH * WIDTH =:
.1E3Qi (aREF-) OF BOTTOM)
)
ARLO a'" MID SI`C T :I UN
L. LNG17 I +' WIDTH * 4
8P.0 iUEi i OF MI 1)A (T I ()H
IViREA 1' Ui. i O► R ArlE 11 (IXc = t. C
vE: PTH
ci . 0
MO0801241837

.AAY-22-01 09:37 AM
P. 10
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 115.0 25300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25300.0 square foot
Design temporary storage period to be 180 days.
A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 760000 lbs. ALW/135 lbs. AIL * 1.37 gal/day 180 day
Volume = 142480 gals. or 19048.1 cubic: feet
(7Volume of wash water
This is the amount of fresh water usea for washing floors or volume -
of fresh water used for a flash system. Flush systems th4t recleculate
the lagoon water are accounted for in SA.
I;nlI.1Dr »s
Vo11.1mr• = 0.0 cubic feet
0.0 gallons/day * 160 days, storage/!. 48 qa1 i':n:
per iF
Volume of rainfall in excess of evaporation
Use period of t1rni when rainfall exceeds evaporation by 1:.•yN,t .m�nt.
1&0 days excess rainfall
lip) i'.lr;t• :, 7. k1 in •1 DA / 1a i ne7h .?s per font
Vn I ume -• 14758.3 cubic feet
7.0 incr.es
M00801241838

*MAY-22-01 09:38 AM
P. 11
DV3IG1W:I1 E%Y:
D. Volume of 25 year - .4 hour storm
Volume = 7.! inches / 1.. inches per foot
Volume = 1581..5 cubic feet
TOTAL. REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 14758 cubic feet
5D. 15813 cubic feet
TOTAL 49619 cubic feet
SUMMARY
*
Did
Temporary storage per i od========_=2) 180 day
Rainfall in a cess of evaporation= == > 7.0 inches
25 year - 24 hour rainfall ---._-.-===========a) 7.5 inches
F ee a bo at`d sarit==as=asita=;ssasmx=.»:====-2,m., ==,., =s::.=x»z=.::z== :) 1.0 feet
Side „
5 1 V p e 5 -ag- __'.ii.'i.•'"r-'t'i:: s.:::.:tr::,.:. ii .:ii-.i:) iI. 0 i 1
Inside top length =______-_====:n=====:.__=) 220.0 feet
Inside top width-r=m==_- ---.-.-z======nm=====m) 1 1:1% 0 feet
Top of dike elevation ==tt=_.===:ajar=_=) 108.3 feet
Hattom of lagoon elevation__.~•-.--- --._-....--_> 96.3 feet
Total ui
rC red volum m= ===== tr_= =:a_s=ei =s.= teats
q 13 ) 1c:761) cu. rt. *
Actual design volume•====--_ -- ._-_..___ -:) 14@19: c►.1. ft. *
easona1 high watertable elevation (SHWT) -:) 97.3 feet
stop pumping elev. =.4.::.a.:ra==setter=:_=-=-_:==== =) 1 n..i feel: «.
Ms,ir:.t be 1 or = to the SHWT a1ev.=*=a==) 97.3 feet
Must be ) or =a to min• req. treatment el.) 102.3 feet
,'•It.i i i-efI minimum treatment vo 1 t.ime'---..-.%_) 7(000 t t
VUl t.l�l c � -- � -. G-.1. f
�3 cit -top pum ing elevation=-_:.r.::�:.M =__-..._) S 12 cu. f't.
S:,i.ir•is ptaump1ng C1ev. 1,.•4tw..:::► _:_=:-:::-_ ..,,.:::_=s:-,—as) 11c�A. 3 feet *
M=.1st be at bottom of freeboard t", 2w5 yr. rainfall
► CLtos\I volume less :7 J yr.- 24 hr. r"s:.ii111':all==) 124t381 cu. Ft
Volume at start pumping elevation ia4'14E Cu. ft.
Required volume to be pt.11nped====;:...........- -=) ?��t3tZ�f., cu. ft. +1
Actual volume planned to be pumpedx-••• .=.== ) 45.7;4 cu. Ft. *
Min. thickness of soil liner when r••eo►.i1red =.10 1. !:! ("oe7O01 "'"Ae4,
APPF:OVE:D PY :r.. ,A -, : l'• `g40� /
r.,1r� : f'' �� �ij1�1l1tr �� SEAS •�
ti.t
AE ATTACHLD WASTE UT) LI J AT 1 ON PLAN
tee--"tt ‘04.,UI f�r. �'1�Vy�'tu�•
td
r.
M00801241839

t4 11
P. 07
LAGOON SITE SOILS INVESTIGATION
pRoJEcT: COUNTY; t
FIELD INVESTIGATION BY: ft.., ?<kJ
DATE: ?/ 2 "te
SITE SKETCH
1/4
--r-
(g,
Di rit 14;--:**4
- -
BORING
DEPTH 1 WT BORING NUMBER AND PROFILE
SCALE
J r • CO 1,1
ff . I •
"•,/ t I
,.; .2, I r
/A,.
I' ' • :i...so•ed • 111,4g.
r
•• • '
.„i ••••
1 : e
i ..
ill I .
! I.
l'
1'1I1..- .. I
:.
•
i
I
OCRING / SAMPLING METHOD: : ,.. • v SIGNATUHL
.1
-r
I •
j
M00801241835

NAGS
h r •
(check which methods are being/to be implemented)
SS Burial three feet beneath the surface of the ground within 24 hours after knowledge
of the death. The burial must be at least 300 feet from any flowing stream or public
body of water.
Rendering at a rendering plant licensed under G. S. 106-168.7.
ss Complete incineration.
55 In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the North Carolina Department of Agriculture.
Ss 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).
Rio: CAVVInclowa1PersonerCQUIVAortettty Marragernerd Methods.dne
4 December. 1997
Page 1 of 1

TELEPHONE NUMBERS
DWQ 919-946-6481 3` S-3 9G c
EMERGENCY MANAGEMENT SYSTEM 910-347-4270
SWCD 910-455-4472
NRCS 910-455-4472
This plan will be implemented in the event wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure this does not happen. This plan should be posted in an accessible location for
all emplovees at the facilitv. 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 situations are listed below..
A. Lagoon overflow - actions include:
1. Add soil to berm the increase elevation of dam.
2. Pump waste to fields at an acceptable rate.
3. Stop all flows to the lagoon immediately.
4. Call a pumping contractor.
5. Make sure no surface water is entering lagoon.
B. Runoff from waste application field - actions include:
1. Immediately stop waste application.
2. Create a temporary diversion to contain waste
3. Incorporate waste to reduce runoff.
4. Evaluate and eliminate the reason(s) that caused the runoff.
5. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - actions include:
1. Stop recycle pump.
2. Stop irrigation pump.
3. Close valves to eliminate further discharge.
4. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - actions include:
1. Stop recycle pump.
2. Stop irrigation plump.
3. Make sure no siphon occurs.
4. Stop all flows in the house, flush systems, or solid separators.
5. Repair all leaks prior to restarting pumps.
Page 1 of 3

E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks - actions include:
1. Dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back into lagoon.
2. If holes are caused by burrowing animals, trap or remove animals, fill holes and
compact with a clay type soil.
3. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
II. Assess the extent of the spill and note any obvious damages.
A. Did waste reach any surface waters? ,
B. Approximately, how much was released and for what duration?
C. Note any damage, such as employee injury, fish kills, or property damage?
D. Did the spill leave the property?
E. Does the spill have the potential to reach surface waters?
F. Could a future rain event cause the spill to reach surface waters?
G. Are potable water wells in danger, (either on or off the property)?
H. How much reached surface waters?
III. Contact appropriate agencies.
A. During normal business hours, call your DWQ (Division of Water Quality) regional
office; phone [phone]. After hours, emergency number: 919-733-3942. Your
phone call should include: your name, facility, telephone number, the details of the
incident from item II 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 the spill leaves the property or enters surface waters, call local EMS Phone
number 910-347-4270.
C. Instruct EMS to contact local Health Department.
D. Contact CES, Phone number 910-455-5873, local SWCD Office phone number 910
455-4472, and local NRCS office for advice/technical assistance phone number
910-455-4472.
IV. 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.
V. Contact the contractor of your choice to begin repair of the problem to minimize
off -site damage.
A. Contractor's Name:
Page 2 of 3

s. '...x?du'.<, •zt .. .vi.n x. ':s%�1i`i,.ry's�e6'``�
B. Contractor's Address:
C. Contractor's Telephone:
VI. Contact the Technical Specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
A. Name: Harry Tyson
B. Telephone: [phone] Ext.3
VII. 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.
C:Wilndc r.Tena,aro 02001Emergency Ac on PIen.aac
10 November, 1997
Page 3 of 3

Source
Cause
BMP's to Minimize Odor
Site Specific Practices
Farmstead • Swine Production ® Vegetative or wooded buffers;
® Recommended best management practices;
® Good judgment and common sense.
Animal body surfaces • Dirty manure -covered animals El Dry Floors
Floor surfaces
• Wet manure -covered floors V) Slotted floors;
[,] Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
El Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; ® Frequent manure removal by flush, pit
• Partial microbial decomposition recharge, or scrape
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ❑ Fan maintenance
El Efficient air movement
Indoor surfaces • Dust
Washdown between groups of animals;
❑ Feed additives;
❑ Feeder covers;
❑ Feed delivery downspout extenders to
feeder covers
Flush tanks • Agitation of recycled lagoon
liquid while tanks are filling
❑ Flush tank covers;
❑ Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater ❑Underfloor flush with underfloor ventilation
conveyance
Pao- 1 of 4

Source
Cause
BMP's to Minimize Odor
Site Specific Practices
Pit recharge points
• Agitation of recycled lagoon IN Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift stations • Agitation during sump tank
filling and drawdowri
❑ Sump tank covers
Outside drain collection • Agitation during wastewater
or junction boxes conveyance
❑ Box covers
End of drainpipes at
lagoon
• Agitation during wastewater
conveyance
❑ Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
• Biological mixing;
• Agitation
E Proper lagoon liquid capacity;
❑ Correct lagoon startup procedures;
Ef Minimum surface area -to -volume ration;
❑ Minimum agitation when pumping:
❑ Mechanical aeration;
❑Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation;
• Wnd drift
El Irrigate on dry days with little or no wind;
El Minimum recommended operating pressure;
❑ Pump intake near lagoon liquid surface;
❑ Pump from second -stage. lagoon
Storage tank or basin
surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
❑ Bottom or midlevel loading;
❑ Tank covers;
❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
❑ Extend drainpipe outlet, underneath liquid
level:
❑ Remove settled solids regularly
Page 2 of 4
4

Source
Cause
BMP's to Minimize Odor
Site Specific Practices
Manure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
❑ Soil injection of slurry/sludge's;
❑ Wash residual manure from spreader after usage;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while
slung or sludge on field drying
surfaces
❑ Soil injection of slurry/sludge's;
❑ Soil incorporation within 48 hrs.;
❑ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals
• Carcass decomposition
❑ Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
El Complete covering of carcasses in burial pits;
El Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
❑ Secondary stack burners
Standing water around • Improper drainage;
facilities • Microbial decomposition of
organic matter
IA Grade and landscape such that water drains
away from facilities
Manure tracked onto • Poorly maintained access roads
public roads from farm
access
la Farm access road maintenance
Page of 4

Additional Information:
Available from:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor flush - Lagoon Treatment; EBAE 129-89
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; PIH-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 Flies; PRO107, 1995 Conference Proceedings
file: C:\Windows\Personal\0200\Odor Control Chklst.doc
4 December, 1997
Page 4 of 4
NCSU, County Extension Center
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU -BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU Agri Communications
Florida Cooperative Extension

Source
Cause
Flush Gutters • Accumulation of Solids
BMP's to Control Insects
Liquid Systems
❑ Flush system is designed and operated
sufficiently to remove accumulated solids
from gutters as designed.
® Remove bridging of accumulated solids at
discharge
Site Specific Practices
Lagoons and Pits • Crusted Solids
® Maintain lagoons, settling basins and pits
where pest breeding is apparent to minimize
the crusting solids to a depth of no more
than 6 - 8 inches over more than 30% of
surface.
Excessive Vegetative • Decaying Vegetation
Growth
® Maintain vegetative control along banks of
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage ® Design, operate and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying waste.
IA Clean up spillage on a routine basis (e.g. 7 - 10
day interval during summer; 15 - 30 day interval
during winter).
Page 1 of 3
4

Source
Cause
BMP's to Control Insects
Site Specific Practices
Feed Storage
• Accumulation of feed residues ® Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
❑ Inspect for and remove or breakup
accumulated solids in filter strips around feed
storage as needed.
Animal Holding Areas
• Accumulations of animal wastes [l Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
® Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove or break
up accumulated solids as needed).
Dry Manure Handling • Accumulations of animal wastes ® Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer, 15 - 30 day interval
during winter) where manure is loaded for land
application or disposal.
El Provide for adequate drainage around manure
stockpiles.
Page 2 of 3

Source
Cause
BMP's to Control Insects
Site Specific Practices
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC 27695- 7613
file- C-4WindowsTensaneft020011nnect Control ChkIst,doe
4 Qecem ber, 1997
Page 3 of 3