820119_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I . Farm Number: 82-0119 Certificate Of Coverage Number:
2. Facility Name: ]Mhjtehorse Faring Inc.
3. Landowner's Name (same as on the Waste Management Plan): John H Blanchard
4. Landowner's Mailing Address: 390 Carrol Is Rd
City: Warsaw State: NC
Telephone Number: 910-293-4880 Ext. E-mail: ftlfflichardR
5. Facility's Physical Address: 536 Cornwailis Rd
City: Turkey State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): John Ii. Blanchard
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
MgWhy-Brown LLC
Phone No.: 910-293-4880
Allowable Count
7,344
Dry Pioultry
AWS820119
Zip: 28398
Zip: 28393
OIC #: 18003
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
we(poullry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
--4444-
007—,
J
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
11'�g most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
I The inethod by which waste is applied to the disposal 111CIdS (e.g. irrigation, injection, etc.)
b A map of every field used for land application (for example: irrigation map)
The soil series present on every land application field
The crops grown on every land application field
The Realistic Yield Expectation (RYE) for every crop shown in the WUP
The maximum PAN to be applied to every land application field
The waste application windows for every crop utilized in the WUP
The req u i red N RC S Standard spee i f ication s
site map/schematic.
V. —0 El
mergency Action Plan
n sect Control Check I i st w itb chosen best management practi cc s noted
A
_,,,^dor Control Checklist with chosen best management practices noted
v*f Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewaignedenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a princip execu ive officer of the corporation):
Name: zkwc 7er i Title:
Signature: Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal*ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secrrrary
LINDA CULPEPPER
Director
,0 STATZ %
NORTH CAROLINA
Eny(ronmental Quality
February 27, 2019
John H Blanchard
Whitehorse Farms Inc.
390 Carrolls Rd
Warsaw, NC 28398
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://dM.nc.eov/about/divisions/water-resource.s/water-qua]iLy-rep-ional-overationstafo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to amurr, mur continued coveragg! un&,r
the State Non -Discharge General Permits, you must submit an ap2limion for
2ermit coverage to the Division. Enclosed you
will find a "Request for Certificate of Coverage
Facifty_iQurrantly Covered by an
Expiring State Non-DischMe General Peri-nit."
The
application form must be completed, signed
and returned by AI)ril 3, 2019.
Please note that you must include one (1)
capl,
of the Cerflifted Aninial Waste Management Plan (CAWMP) with the
compicted and signed application form. A
list
of items included in the CAWMP can be
found on page 2of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures):. Faetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820119
Murphy -Brown LLC
Non h Cero4ne Department of Environmentel Quality I DiusiortofWaterResounes
512N SsksburySt 1 1636 Mei� Swvce Center I Re1*Jh,NoirthC&rodmn&27699-1'&36
,5AU", T) 919 707 9300

QUARTER M FARMS, INC.
Farm Operator: John Blanchard #2
Date: 02/23/94
VOLUME CALCULATIONS (continued):
Area of Top =
Area of Top =
Area of Top =
Inside dike length(top)
394.00
80,376 Square Feet
Inside dike width(top)
204.00
Area of Bottom = Inside dike length(bottom) * Inside dike width(boftom)
Area of Bottom = 323.20 133.20
Area of Bottom = 43,050 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 358.60 168.60
Area of Midsection = 60,460 Square Feet
Page 3
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 365,266 1.97
Total design volume = 718,357 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 44.40 Feet
Area of Top
Area of Bottom
Area of Miclsection
77,529 Square Feet
43,050 Square Feet
59,200 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 357,381 1.83
Volume @Start Pump = 655,198 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 42.25 Feet
Area of Top 70,105 Square Feet
Area of Bottom 43,050 Square Feet
Area of Miclsection 55,873 Square Feet
Volume 9 End Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @ End Pump = 336,645 * 1.48
Volume g End Pump = 496,552 Cubic Feet

QUAR�TER M FARMS, INC. Page 4
Farm Operator: John Blanchard #2
Date: 02/23/94
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 8.85 Feet
Area of Top
70,105
Square Feet
Area of Bottom
43,050
Square Feet
Area of Midsection
55,873
Square Feet
Permanent Volume =
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume =
336,645
1.48
Permanent Volume =
496,552
Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 400.00 210.00
Area of Lagoon = 84,000 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 84,000 + 0
Design Drainage Area = 84,000 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day 180 Days
Volume of Waste = 495,720 0.00136 180
Volume of Waste = 121,352 Cubic Feet

-QUARTER M FARMS, INC.
Farm Operator: John Blanchard #2
Date: 02/23/94
Page 5
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water = Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
7.00 Inches
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall = 84,000 7.00
Vol. of Excess Rainfall = 49,000 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 84,000 7.00
Vol. of Storm Rainfall = 49,000 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced 121,352 Cubic Feet
5B. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. 49,000 Cubic Feet
50. Vol. of Rainfall / 25 Yr — 24 Hr Storm 49,000 Cubic Feet
TOTAL TEMPORARY VOLUME = 219,352 Cubic Feet

QUARTER M FARMS, INC. Page 6
Farm Operator: John Blanchard #2
Date: 02/23/94
6. SUMMARY
Minimum Treatment Volume - Livestock
495,720
Cubic Feet
Minimum Temporary Storage Volume =
219,352
Cubic Feet
Total Minimum Required Treatment Volume
715,072
Cubic Feet
Total Design Volume Available =
718,357
Cubic Feet
Total Temporary Volume Avaliable
221,805
Cubic Feet
Design Start Pumping Elevation =
Total Volume at Start Pumping Elevation
Design Volume less 25 Yr - 24 Hr Rainfall
Design End Pumping Elevation =
Total Volume at End Pumping Elevation
Design Min. Permanent Storage Elevation
Total Volume at Min. Storage Elevation =
Vol. of Permanent + Temporary Storage
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
John Lenfestey
02/23/94
44.40 Feet
655,198 Cubic Feet
669,357 Cubic Feet
42.25 Feet
496,552 Cubic Feet
42.25 Feet
496,552 Cubic Feet
715,904 Cubic Feet
42.25 Feet is above
41.50 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN--�
T1-
COMMENTS: '+— i��

OPERATION & MAIN I I NANCE 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. �n the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermuclagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant grow1h in the later w;nter/early spring, irrigation according to
a farm waste management plan should be done whqriever the land is dry enough to
receive lagoon liquid. This wil; make storage space available irl the lago'on for future wet
periods. In the late summerJearly fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow tor winter storage. Every effort should be made to
maintain the lagoon close to the minknum 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 wat;�,, during extended wet periods.
Overflow from the lagoon for any rea�on except a 25-year, 24-hour storm is a violation of
state law and subject to Penalty aictiori.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Pescue 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 controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Su h chernicals could �arm 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 event5. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pip@s.--look for:
I . separation of joints
2. cracks or breaks
3. ac.-umulation of salts or minerals
4. ()verall conditi_-n of pipes

identified problems should be corrected promptly. it is advisable tO inspect your 5ystern
during or 'immediately following a heavy rain, If technical a5515tance is needed to
determine Proper solutions, consult with appropriate experts.
You - should record the level of the lasoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours atter the rain (assurnes there is no pumping). This will
gi ve yo u an idea of h ow m uch you r lagoon I evell wi I I rise with a certam rai n fal I amou n t
(Y-)u must also be recor&ng your rainf'aill for this to work), Knowing t.jjs should help in
planning irrigation applications and storage. If your lagoon rises exc'
essively, you may
have an inflow problern from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
I Immediately after construction establish a COMPlete sod cover on bare so![
sunaces to avoid erosion.
2. Fill new lagoon design trea�lment volume at least half full of water b
eTore
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
fi I I i ng or an other Mean5 of 51 owi ng the i ncom I n g water to avo i d erosi on of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
S. It is recornmerided that a new lagoon be seeded with slidge from a healthy
worki n g swi n e I agoon i n t h e arnou nt of 0 - 2 5 percent of the fu I I I agoon
liquid volume. This seeding shouldoccour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check an the lagoon liquid pH. Ifthe pH fails below
7.0, add agricultural lime at the rate of I pound per ". 000 dubic feet of
lagoon liquid volume until the pH rises above 7.0. OPtimurn lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor sl'Rna!�s inadequate
biological activity, Consultation with a technical sPecialist is recommended
if these conditions occur for prolonged periods, aspecilaily during the warm
season.
Loading:
The more frequently and regularly that wastewater is addid to a lagoo�i, tho better the
lagoon will function. Flush syste m�5 that wash waste into the lagoon sever al times daily are
Optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also wo,k well.

Lagoon surface —look foi:
I. I undesirable vegetative growth
2. floating ur lodg'ed debris
Embankment —look for:
6efflement, cracking or "jug" holes,
side slope stability," I
Sjunjps or buioe�
0
wet or damp areas on the back slope
A. erosion due to lack Of vegetation Or as a res,�Jt of wave action
5. ' rodent darnige
Larger lagoons may be subject to liner damage due to wave action CaUSed by stron8
winds. These waves can erode the lagoon sidewalls, thereby weakening the'laevoon dam.
A good stand of vegetation will reduce the potentta� darriage cau�ed by wave action. if
wave act i on causes seri Ou5 damage to a I agoo n S i dewa I �, baff I es I n the lagoon may be
used to reduce the wave Irnpacts.
Any of these features could lead to erosion and weakening -f tha -!am. If your lagoon has
any of these features, You should call an RPPf.')priate exper#,_farnij;�ar with d I esign and
COn Structi on of waste I agoo n s. YO U may n eed to provi d e a tem porary f! x if there i S� a th reat
of a waste discharge. However
,, a Permanent solution should 6e reviewed by the
technical expert. Any digging into a lagoon darn with heavy equipment is a seriou5
u n de rtak i ng with poten tial i y seri o u 5 conseq uon ces an d sho6 Id n ot oe cc n d ucted un less
recommended by an appropriate technical expert.
Transfer Pumps —check for proper operation of;
I . recycl!'ng pumps
2. irrigation PUMPS
Check for leaks, loose fittings, and overaJI Pump operation. An unusually loud or grinding
noise, or a large amount of vibration,, may indicate that thf, 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 MRintenance 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 fLfl iagoon is not the time
to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon 15 full also. You should consider maintatinir'ic, an inventory of spare
par's or pumps. 0
5urface water diversion features are designed to carrf',?)l surface
drainage waters (such as rainf.ali runoff, roof drainage, gutter outlets,
and parking lot runoft� away from your lagoon and other waste
treatment or Storage structures. The only wa!er that should be
coming frorn your lagoon is that whlc�- comes frorr your flushing
(wa5hing) system Pipes and the rainf all that hits the lagoon directly.
You should inspect your diversion system for ffie following
I . adequate vegetation
2. diversion capacity
3. ridge berm he:ghi
ei

Pi-actice water �:un5ervattion—rninlmjze building vvater usag
- e and
spillage from leaking waterprs,4 broken pipes and washdown through
proper maintenance ar-A water conservation.
Minimize feed wastage and 5pitlage by keeping feeders'adi List e*d, This
will reduLe the amount of soi!ds entering me lagoon
Management:
Maintain lagoon liquid level between the, permanent storage level and
the fuN temporwy stolrage
, level.
Place visible markers or stakes on the lagoon bank to 5how the
minim . urn liquid level and the.maximurn liquid leve'r (Figure 2-1).
Start irrigating at the earliest possibie date in the spring based orl
nutrient requirements and soii ITIOIStUre so that temporary sto�rage
will be maximized for. the summer thunderstorm season. Similarly,
irrigate in the Ile summer/early fall to provide maximum lago'on
storage for the winter.
The lagoon I lqu)d level -should never be closer than I foot to the lowest
point of the dam or em6ankment.
Do not pump the lagoon liquid level lower that the permanent storage
level uniess you are removing sludge.
Locate float pump intake5 approximaWy 18 inches. underneath the I iquid
surface and as far away from the drainpipe inlets as possible,
Prevent additions of bedding materials, long-stemmed forage or vegetation,
rno:lded 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 vegetaticwi, rodent, and varmint control near lagoon edges.
Do not allow trees or i'arge bushes to grow on lagoor. dam ol, 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 anirna! production is fo be terminated, the owner is responsible for
obtaining and implementing a closure p.an to eliminate the possibility of a
pollutant discharse,
Sludge Removal:
Rate of lagoon sludge buildup can he reol'uced by:

4
proper lagooii sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriatefy designed basin, or
minimizing feed wastage'and spillage.
I
Lagoon sludge that is removed annuaNy rather than stored long term. will:
have more nutrients,
have more odor, and
require more land to properly u�e the nutrienL5.
Removal techniques: P
Hire a custom applicator
Mix the sludge and jagoon liquid with a chop per-agi 'ato r impeller
pump through large -bore sprinkler irrigaiion system onto nearby crrpland,:
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
foragelarid; mix rernairung sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageJand; 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
Constituent51 just as you would your lagoon water. The sludge will contain different
n uth ent an d metal val ues fro m th e I i q u id. Th e app I i cat i on of the S, udge to fields will be
limited by these nutrients as well as any previous waste applications to that fie!d and crop
req u i remen t. Waste ap p I i cat i o n rates wi I I he d i scu ssed i n d etai I i n Ch apter 3.
When rernovi n g sl udge, yo u m ust al so pay atten t ion to th e I i n er to p revent dam, age, C I ose
atten t i o n by th e p u mper o r d rag -I i n e o perator w * I I ensu re that t he I agoon I i n er rema 1 n s
intact. 1, you see soil material o,, t,ie synthetic kner material being disturbed, you should
stop t�e avivity irnmedtately and riot, resume until you are su,-e that the sludge can be
removed without liner injury. If the liner is dirnaged it must be repaired as soon as
possible.
5ludge removed from the lagoon has a much higher phosphorus and heavy meta! 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 soii-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your iag6on s:udge analyzed for its nutrient value,
Tne application of sludge w` 11 1 ncrease the amount of odor at the waste app�licatlion site.
Extra Precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbor.5.

Possible Causes of Lagoon Failure
La on faiiure5 result in the unPlanned discharge of wastewater from the structu . re. Types
of la')ilures include leakage through the bottom or sicles, overtopping, and bfc�a�-h of the
dam, A5su-ning proper design and COT15truction the owner ha� Me responsibility for
ensuring structure safety. ltemjs whl�
ch may iead to Jago-on failur*s include:
Modification of the laaoon struC(Ure—an example is +e placement of a pipe
$5 L
in the dam Without Prooer deslggn and construction, '(r�onsult an expert in
0
lagoon des"'n befO(e Placing any pipes in dams.)
Lagoon liquid levels —high levels are a safety risk.
Failure -to inspect and maintain the dam.
Excess surfaCewater flowing into the lagoon.
Liner integrity —protect from Inlet pipf,. scouring, dampage during sludac-
removal, orrupture from lowering lagoon liquid level below ground
table. water
NOTE: If lagoon water is allowed to overtop the dam, the moving water will Soon caus#
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
Of wastewater and possible dam failure.

WASTE UTILIZATION PLAN
PRODUCER: John Blanchard a_4_1 JV 01
LOCATION: 390 Carroll's Rd.
Warsaw, NC 28398
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish �4-
NUMBER OF ANIMALS: 7344 U�v 47W
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where 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. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons— ft, tons. etc.)
7,344 animals X 1.9 (tons) waste/animal/year 13,954 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
7,344 animals X 2.3 lbs. PAN/animal/year 16,891 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) Tech
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 and
surface application:
Table I
Tract Field* Soil Crop
ACRES OWNED BY PRODUCER
Lbs. N Acres Lbs. N Month of
No. i ype Per cre Utilized Application
,*see pg. 10
Total
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must 12e based on maYstic-Mid Mectation.
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 Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil
Crop Lbs. N Acres Lbs. N Month of
No. Type Per cre* Utilized Application
�otal
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
0.00
-
Table 2
89.34
18,606
Total
89.34
18,606
Amount of N Produced
16,891
Surplus or Deficit
(1J15)
NOTE: 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 nutrient or other elements.
Page 3

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In-)
1,2
Wo
-Row Crops
0.35
.5-1
3,4,5,6
GoA
Row Crops
.5-1
7,8,9
—0.4
10
Ln
Row Crops
0.4
-5-1
11
Ra
Row Crops
0.35
5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every �q MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Sofi Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are irrigated acres. The plan is written as a 2 year rotation of corn, wheat, and
soybeans. It is suggested that the grower split the land evenly between corn and soybeans.
Page 4

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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt 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 a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses 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.
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications 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 soil shall be monitored and alternative crop sites
shall be used when these metal 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 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Whitehorse Farm
Ownerl 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 Division of Environment Management (DEM) 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 DEM upon request.
Name of Facility Owner:
(Please print)
John Blanchard
Signature: Date:
Name of Manager (If different from owner)�
Signature:
Name of Technical Specialist: (Please print)
Affiliation:
Address tAmnnrxil
Signature:
Murphy Family Farms
P n Rnv 71;G
Date:
Kraiq A. Westerbeek

Page 8

WASTE UTILIZAT[ON RLAK,
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if addifional land has to be leased, etc.)
1, , hereby give
permission to apply animal waste from his Waste Utilization System on
of my land for the duration of time shown below.
acres
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Term of Agreement: , 19
Date�
Date:
Date:
Date:
to '20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

WASTE UTILIZATION PLAN
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvg)e Per Acre* Utilized Annfication
T8462
1
Wo
Corn
125
15.57
1946.25
Feb15-June
T8462
1
Wo
Wheat
96
15.57
1494.72
Sept -April
T8462
1
Wo
Soybeans
140
15.57
2179.8
June -Sept.
T8462
2
Wo
Corn
125
8.10
1012.5
Feb`15-June
38462
2
Wo
Wheat
96
8.10
777.6
Sept -April
T8462
2
Wo
Soybeansl
140
8.10
1134
June -Sept.
T8462
3
GoA
Corn
145
6.30
913.5
Feb15-June
T8462
3
GoA
Wheat
144
6.30
907.2
Sept -April
T8462
3
GoA
Soybeans
160
6.30
1008
June -Sept.
T8462
1 4
GoA
Corn
145
5.56
806.2
Feb15-June
T8462
4
GoA
Wheat
144
5.56
800.64
Sept -April
T8462
4
GoA
Soybeans
160
5.56
889.6
June -Sept.
T8462
5
GoA
Corn
145
11.17
1619.65
Feb15-June
T8462
5
GoA
Wheat
144
11.17
1608.48
Sept -April
T8462
5
GoA
Soybeans
160
11.17
1787.2
June -Sept.
T8462
6
GoA
Corn
145
2.03
294.35
Feb15-June
T8462
6
GoA
Wheat
144
2.03
292.32
Sept -April
T8462
6
GoA
Soybeans
160
2.03
324.8
June -Sept.
T8462
7
GoA
Corn
145
8.94
1296.3
Feb15-June
T8462
7
GoA
Wheat
144
8.94
1287.36
Sept -April
T8462
7
GoA
Soybeans
160
8.94
1430.4
June -Sept.
T8462
8
GoA
Corn
145
8.91
1291.95
Feb15-June
T8462
8
GoA
Wheat
1 144
8.91
1283.04
Sept -April
T8462
8
GoA
Soybeans
160
8.91
1425.6
June -Sept.
T8521
9
GoA
Corn
145
9.00
1305
Feb15-June
T8521
9
GoA
Wheat
144
9.00
1296
Sept-A.pril
T8521
9
GoA
Soybeans
160
9.00
1440
June -Sept.
T12879
10
Ln
Corn
135
12.3
1660.5
Feb15-June
T12879
10
Ln
Wheat
106
12.3
1303.8
Sept -April
T12879
10
Ln
Soybeans
151
12.3
1857.3
-June-Sept.
T8462
11
Ra
Corn
120
1.46
175.2
Feb15-June
T8462
11
Ra
Wheat
106
1.46
154.76
Sept -April
T8462
11
Ra
Soybeans
143
1.46
208.78
June -Sept.
L 1
37212.81
TOTAL 89.3 18,606
Page 10

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: John Blanchard -- Whitehorse Farms 1,2
Address: 390 Carroll's Rd.
Warsaw, NC 28398
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Tvpe Slope % Croo(s)
County: Sampson
Date: 4/12/2007
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
(inches) (nmmpnt--,
1
15.57
Wo
<5
Row Crops
0.4
.5-1
. ....... .....
2
8.1
Wo
<5
Row Crops
0.4
.5-1
3
6.3
GoA
<5
Row Crops
0.4
.5-1
4
5.56
GoA
<5
Row Crops
0.4
.5-1
5
11.17
GoA
<5
Row Crops
0.4
.5-1
6
2.03
GoA
<5
Row Crops
0.4
.5-1
7
8.94
GoA
<5
Row Crops
0.4
.5-1
8
8.91
GoA
<5
Row Crops
0.4
.5-1
9
9
GoA
<5
Row Crops
0.4
.5-1
10
12.3
Ln
<5
Row Crops
0.4
*SB515 setbacks
11
1.46
Ra
<5
Row Crops
0.4
—.5-1
.5-1

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment-. 3' Traveller
Field No. Travel Application TRAVELLANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (tUmin) (In/hr.) Wdth(k) Length(ft) (feet) (inches) at Gun(psi) at reel(psi) Pattern Comments - Acres r ull
1A
2.34
0.5
225
430
300
1 1,08
60
100
220
2.65
1B
2.34
0.5
225
400
300
1-08
60
100
220
2.50
ic
2.34
O�5
225
850
300
1-08
60
100
220
4.82
1 D
2.34
0.5
225
1000
300
1.08
60
100
220
5.11
2A
234
0.5
200
300
300
1.08
60
100
220
5.60
2B
1.95
0,37
200
420
300
1.08
60
100
330
3.04
2C
2.34
0.5
225
1 440
300
1.08
1 60
100
220
2.99
3A
2.34
0,5
225
460
300
1.08
60
100
220
3.10
3B
2.34
0.5
225
480
300
1-08
60
100
220
3.20
4A
1 1.95
037
220
270
300
1.08
60
100
330
2.37
4B
1 . 95
0.37
250
330
300
1.08
60
100
330
3.19
5A
1.95
0.37
240
850
300
1.08
100
330
5.74
5B
1-95
0-37
260
680
300
1.08
__60
60
100
330
5.43
6A
2-34
0.5
179.4
320
300
1.08
60
100
220
2.03
7A
1.95
037
217
401
300
1,08
60
100
330
2.86
7B
1-95
0.37
200
262
300
1.08
60
100
330
2.02
7C
1,95
0.37
250
480
300
1.08
60
100
330
4.05
8A
1.95
0.37
250
540
300
1.08
60_
100
330
4.40
8B
1.96
0-37
250
560
300
1.08
60
100
330
4.51
9A
1.95
0.37
270
510
300
1.08
60
100
330
4.56
9B
1.95
0.37
270
490
300
1.08
60
100
330
4.44
10A
1.95
0,37
234
835
300
1.08
60
100
330
6.39
10B
1 �95
0.37
217
543
300
1.08
60
100
330
3.57
10c
1.95
0.37
217
499
300
1.08
60
100
330
3.35
11
195
0.37
234
105
300
1.08
60
100
330
1.46

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
182
Operating Pressure at Pump (psi)
115.1
Design Precipitation Rate (in/hr)
0.31
Hose Length (feet)
1000
xxxxxxxx
Type of Speed Compensation
Mechanical
xxxxxxxx
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
21.1
TABLE 5 - Thrust Block Specifications
THRUSTBLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy Farms
Address: PO Box 759 Rose Hill, NC
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE-, A buffer strip of 50'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This irrigation system has been designed to add 5 additional hydrants to the existing system for this farm. Hydrants will
be installed in fields 6, 10, and 11. In addition, pulls A and B in field 7 were shortened from their original length due to the
ditch location to their East. For the pulls mentioned above, the acreage has been calculated using new and expanding farm
criteria. All other pulls, which will not be modified, have acreages calculated using existing 'wetted' acreage criteria.
Field 10 requires SB515 setbacks. These include a 50' setback from the public ROW, 50' from property lines, 100' from wells,
75'from blue line streams, and 200'from residences not owned by the producer.
This design requires that a DOT approved road bore be done as shown on the working drawing.
The producer is familiar with startup, winterization, and R&M requirement for the equipment being used

Sheet7
CALCULATIONS
Sprinkler Si3ecifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Soacinus
Desired Spacing (%):
70 %
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing
67%
Application Rate
Application Rate = (96.3xFlowrate)/(3.141 5x(.9xrad i us)sq ua red)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 in/hr
220 degree arc =
0.50 in/hr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.95 ft/min
220 degree arc =
2.34 ft/min
180 degree arc =
3.89 ft/min
Mainline Velocity
Velocity = .408 x Flowrate
/ pipe diameter squared feet/sec.**
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 1 OC
Total distance: 5100 feet
Friction Loss is figured using Hazen[William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 12.4 feet or 5.4 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
40 psi
Elevation head:
2.1 psi
Mainline loss:
5.4 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.5 psi
TOTAL(TDH) =
115.1 psi or
Horsepower Re-q ui red
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 58 %
Horsepower Required: 21.1 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pipe Pressure Ratina Check
266.0 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 115.1 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 21.5
NPSHR: 6.5 *from pump curve
If NPSHA>NPSHR OK
Page 3

Sheet8
ACREAGE CALCULATION
JOHN
BLANCHARD
1/25/2001;
Start
Stop. Total
Field
Pull#
Width-
n9th
_Lq= L
Area
&rea. Acres
Field #
Agres
1A
225
430
0.43
0
2.65
1
15.57
1 B
225,
400
0.43
0
2.50.
1 C
225
850
0.43
0
4.82
1 D
225
1000
0.43
0
5.60
2A
200
300
0 .4;
0.29
2.074--
2
8.1
2B
200.
-
420.;
-
0.62
-
0.49
3.04
225
440
0.43.
0.29
2.99
-2C
3A
225
460
0.43
0.29
3.10
3
6.3
3B
2-5
480
0.43,
0.29.
3.20'
4A
220
270
0.72
0.29
2.37
4
5.56
4B
250
330
0-.72--
0.58
3.19�
5A
240
850
0.75
0.31
5.74
5
11.17
5B
260
680
0.75
0.62:
5.43
6A*
179.4-
320
0.3
0.41,
2.03
7A*
2172;
401
0.47
0.39'
2.86
7
8.94
7B'�
200
262
0.45
0.37;1
2.02'
7C
250'
480
0.72
0.58�
4.05.
8A
250
540
0.72
4.40
8
8.91
8B
250
560
0.72
0.58�
4.51
9A
270
510� 0.77
0.63,
4.56.
9
9
9B
270
490;
0.77
0.631
4.44
1 OA*
234
835
0.49
0.41.'
5.39
10
12.30
1 OB*
217
543
0.47
0.39;
3.57.
I 0C*
217
499
0.47
0.39'
3.35
234.
105,
0.49
0.41
1.46
11
1.46
�Acres determined using new and expa
uirements
Page I

CONSERVATION PLAN Date: 5/11/2006
Customer(s): JOHN HOWARD BLANCHARD JR Field Office: CLINTON USDA SERVICE
District: SAMPSON SOIL & WATER CONSERVATION DISTRICT Agency: NRCS-USDA
Assisted By: Jeremy B Roston Navas
State and County: NC, SAMPSON

SOILS MAP
Date: 5/11/2006
Customer(s): JOHN HOWARD BLANCHARD JR
District: SAMPSON SOIL & WATER CONSERVATION DISTRICT
Legend
JOHN—BLANCHARD---BLANJO-Consplan
Solis Map
musym
--j Fo
12 GoA
Ln
NoB
Re
Wo
County Boundary
Image: 2004 Aerial Slides
Field Office: CLINTON USDA SERVICE
Agency: NRCS-USDA
Assisted By: Jeremy B Roston Navas
State and County: NC, SAMPSON
N
330 0 330 660 00A 1-120
�Feet

'IT
*I
Ait
14 4
7.40 4.
18..16
1255
60 1 (33 31
lF

79

EMERGENCY ACTION PLAN
P H ONE NL7_T..v LB E R S
DWQ (()I()) Z33--%83-
ENIERGENCY INIANAGE.NaNT SYSTE.N/1 [phone]
SWCD _A910-592-7263
N-RCS [phone]
'Friis plan will be im, plemented in the eve -it that wastes from your operation are leaking,
I
overflowina, or running off site. You should not wait until wastes reach surface waters or
leave your roperty to consider that you have a problem. You should make every effort to
p I
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Laszoon 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: Leaka2e from the waste pipes and sprinklers -action include:
a- Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to elirr-dnate further discharze.
d. Repair all le—qls F-Iiorto restartiri2l pumps.
D: Leakage from flush systerns. houses. solid separacors-aczion include:
a. Stop recycle pump.
b. Slop irrigation pump.
c. Nlake sure no siphon occurs.
J. Stop ail tjow.j in the !iouse. flu�h S%Szems. or Solid Separators.
IS. 1 �"Cb

e. Repair all le_al�s prior to restartinL7pumps.
E: Leakasze from base or sidewall of laszoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. D12 a small sump or ditch away from the embankment to catch ail seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowina ani�nals. trap o—r remove animals and FK1
holes and compact with a clay t�,pe soil.
c. Have a professional evaluate th� condition of the side walls and laaoon
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 iduration?
c. Anv darnaae 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 q ' ause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; 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 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves 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 Sheriffs Department and explain your
problem to them and ask- that person to contact the proper agencies for you.
5: Contact ihe concractor of your choice to begin repair of problem to minimize off -site
damaze,
a. Concractors Name-
b. Con'trac,ors .-\dd-1res5-_ 4."4
C. CoriracLors P�ione: 0
2 16� 1�136

Insect Control Checklist for Animal Operations
Source Clillse MIN 11) Control Ilksech
Site Specific Praclices
Fhish Gutters a Accumulation of solids
Lagoons and Nis 0 Crusted
systent is tlesigned and Operated
ierilly to remove accumu lated solids from
s as designed.
ve bridging of accimm lated solids pi.
Maintain lagoons, settling basins and pits wheic
pest breeding is apparent to minimize the
crusting of solids to a depth of no niore than 6 -
H. inchus over more than 30% of surface.
Exceshive Vegciallve Decaying vege(atioll a�-� Maintain vegetative control along banks of'
(iroWilk lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along %va(er's edge on impoundment's perimeter-
11-� Diry Sysiellis
1, Feed Spillage f4")Csigll� operate all(] maintain feed sysicilis (C-g.,
bunkers and (roughs) to minimize the
rt �Iintiladon of decaying wastage,
c2cllaljl lip spillage oil a rotillne busis (e.g., 7 - 10
day i - 111CM91 thiring stimmer; 15-30 day in(crval
dijAig winter).
Feed Slorage Accumulations of feed residues educe moisture accumidatioll willijil alitl
around illilliediale perimeler ofleed slorage
areasby insiii-ing drainage away froin siic
and/or providing adetlimle comainment (e.g.,
covered [)in for brewer's grain and similar high
qwpture grain prodiscis).
N--�Jff�pect for and remove or break, ill) jimmitilmetl
solids ill fifter strips al-olind i'eed Slorage as
needed.
AMIC - November 11, 1996, Page I

Sdairri.
"Mi's go Collirol
Animal I folding Areas Accumulations of allillial wastes C1 Eliminate low areas Ilia[ trap moisture along
and feed wastage fences and Other locations where waste
acclImUlates and disturbance by aninials is
millimal.
C1 Maintain fence rows and filler'strips armind
aninial holding areas to tnininlize
accumulations of was ' te ' s (i.e., inspect for and
remove or break tip accumulated solids as
needed).
Dry Mantire I landling Accumulations of aninial wastes Ll Remove spillage on a roMille basis (e.g., 7 - 10
Sy:ilwns day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
C) Provide for adequate drainage around manure
stockpiles.
Site SI lecifi�- pru -Cj ices
Li Inspect for and remove or break tip accurn it lilt ed
wastes in filler strips around stockpiles and
1111111111-C handliRg areas as needed.
For more iril'orniadon contact the Cooperative Extension Service, Depal-1111011 Of I'MO111010gy, [lox 7613, North Carolina Siale tilliversily,
Raleigh, NC, 27695-7613.
AMIC - Nuvuinher 11. 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source cause RIVII's to h1inialkize Odor SiiCSJ)CCifiC I'VadiCVS
Fal III!,lead Swine produc(ion 171 Vege(ative or wooded buffers;
El Itmornmended best management praclices;
dl--Cloodjudgment and common sense
Aninial body miffi-ices Dirly manure -covered aninials El Dry floors
i loof
Wei III al IIII e-covered flools
n-111. 11 (1 floors;
�-:Zat,cerers
located over slotted floors;
M-Keeders at high end of solid floors;
17-V-'S��CTape nianure buildup froin floors;
f-.1 Underfloor vend lation for drying
Idalmic C(Mcc(iml pits
0
N-Trecluent manure removal by 11tish, pit recharge,
a Pailial microbial decomposilion
or scrape;
rl thiderfloor ventilafion
Velad,11ioll cxhalist 1-ans
0 Volatile gases;
rl Falk 111 aintellance;
Dust
ril' air Illoventent
11ILlool. sill faccs
Dwit
d"ashdown between grotips of animals;
F-11 Feed additives;
17-1 Feeder covers;
17.1 Feed delivery downspout ex(entlels 14) fceder
covers
Flw.h lanks
Agilalion of recycled lagoon
CI Flush lank covers;
litlitid while tanks are filling
0 Extend fill lines lo near boltom ol'tanks %viih
anti -siphon venis
HIIA1 allcys
Agitation thiring wasiewaler
[71 Underfloor flush %vith tinderfloor vejailalion
Conveyance
Isil ICC11,11ge poini-S Agiialion ofrecycled lagoon
liquid while pits are filling
1.0 t Agi(aiioti during surnp lank,
filling and drawdown
otilsitic draiii colleciion Agi(ation during wastewater
Of jI1JkLIi0II 1)0XCS conveyance
ANIOC' - November 11, 1996, Page 3
Ell
with anti -siphon vents
El Sump larik covers
17-1 [lox covers

Source Cause BMPs to Minimize Odar Site Specific Practices
End of dfainpipes at Agitation diming wastewater i7l Extend discharge point of pipes underneath
lagooll conveyance laq!�P"iquid level
Lagoon s(Irfaces Volatile gas emissions;
Biological mixing;
Agitation
hi-igation sprinkler 4 11 igh pressure agitation;
nozzles V Wind drilt
S[of age filikk of basin 6
Partial microbial decomposition;
bill I,Icc 0 Mixing while filling;
0 Agitation when emptying
sculilig basin Silfface a Partial microbial decomposition;
9 Mixing while filling;
& Agitation when emplying
Manuic, slurry of- shulge - Agitatiou when spicading;
spleader oullets 0 Volatile gas emissions
HilcovCred manure, Volatile gas emissions while
slurry or sludge oil ficld drying
sill laces
Dcad animals 0 Carcass decomposition
Dcad allimill di.�posaj a Careass decomposifioo
Illcillclalms 0 Incomplele Combustion
A NI()(' - November 11, 1996, Page 4
Lk -Proper lagoon liquid capacity;
C3 Correct lagoon startup procedures;
L-1 Mini.murn surface area-lo-volu.me ratio;
a,A­nim,um agitation when,purnping;
CI Meclianical aeration;
n No -biological additives
!YPO
Ek-Irrigal n dry days with little or no wind;
171—Mm im recommended operating pressure;
unip intake near lagoon liquid surface;
0 PLJnIp froin second -stage lagoon
CI Boltom or midlevel loading;
171 Tank covers;
171 Basin surface mats of solids;
EI Proven biological additives or oxidants
171 Extend drainpipe otitlets undernealli liquid
level;
L-1 Remove settled solids regularly
11- Soil injection ol'slurry/slodges;
f7l Wash residual manure froun spreader after use;
El Proven biological additives or oxidams
f7l Soil injection ofskirry/sludges
171 Soil incorporation wi(hin 48 lirs.;
CI Spread in thin uniform layers for rapid drying-,
0 ProV&i biological additives or oxidants
I
disposition of carcasses
El Complete covering of carcasses in burial pits;
El Proper location/construction oftlisposal pils
Cl secondary slack billners

Source
Cause
Standing %vater around 0 Improper drainage;
Grade and landscape stich that water drains
facilities 0 Microbial decomposition of away from facilities
organic matter 11-�
hlanurc tracked onto 0 Poorly inaimained access roads 11-Ainll access road maintenance
public roads fioni farin
access
Practices
Addilianal Information : Available Front :
S%vine Manure Management ; 0200 Rule/BMP Packet NCSIJ, Counly I..'Xielision C—CIII—er
Swine Production Farin Potential Odor Sources and Remedies ; EBAE Fact Sheet NCS(J - BAE
Swine Noduction Facility Manure Management: Pit RecIlarge - Lagoon Treatment ; EBAE 128-88 NCSIJ - IIAII
Swine 11rocitiction Facility Marture Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88 NCSIJ - BAE
Lagoon Design and Management for Livestock Mantire'l-rea(ment and Storage ; EBAE 103-83 NCS(l - BAE,
Calibration of Manure and Wastewater Application Equipment ; E13AE I -act Slice[ NC.SlJ - BAE'
Controlling Odors front Swine Buildings ; PH 1-33 NCS11 - Swine Extension
L'ovirumnental Assitrance Program ; NPPC ManUal NC Pork Prodocers Assoc
Options for Managing Odor ; a report from lite Swine Odor Task Force NCS(J Agri Coninionications
Niusance Concerns in Animal Mantire Management: Odors ant] Flies ; PROI07, 1995 Conference Proceedings Florida Cooperative FXtension
A KWC - Noveinbur 11, 1996, ['age 5

Version —November 26, 2018
Modality 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 burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
F] F� 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
In the case of dead poul" only, placing in a disposal pit of a size and design approved by the
NC Department of Agricuiture & 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 by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposaf plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary - procedures or measures for disposal according to G.S. 106-399.4.
4ignature of Farm Own Date/
e r// Ma na gge r
/A
Signature of Technical Specialist Date

Distance to nearest residence (other than owner): 1000 feet
1. STEADY STATE LIVE WEIGHT
0
Sows
(farrow to
finish)
x
1417
lbs.
0
0
Sows
(farrow to
feeder)
x
522
lbs.
0
3672
Head
(finishing
only)
x
135
lbs.
495720
0
Sows
(farrow to
wean)
x
433
lbs.
0
0
Head
(wean to feeder)
x
30
lbs.
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) 495720
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
495720 lbs.
SSLW X Treatment Volume CF/lb. SSLW
Treatment
Volume CF/lb.
SSLW=
1.0 CF/lb. SSLW
Volume
495720 cubic
feet
3. STORAGE VOLUME
FOR SLUDGE ACCUMULATION
OWNER REQUESTS NO SLUDGE
STORAGE. SLUDGE WILL BE
Volume
0 cubic
feet
REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 300 feet ; width 300 feet
Top of dike at elevation 50.00 feet
Freeboard 1.3 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 48.70 feet
Bottom of lagoon at elevation 38.00 feet
Seasonal high water table elevation 42.00 feet
Total design volume using prismoidal formula:
SSIEND1 SS/END2 SSISIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 292.2 292.2 10.70
AREA OF TOP
LENGTH X WIDTH
292 292
AREA OF BOTTOM
LENGTH X WIDTH
228 228
AREA OF MIDSECTION
LENGTH X WIDTH X 4
260 260
85381 (Area of Top)
51984 (Area of Bottom)
270608 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
85381 270608 51984 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 727552 CU. FT.

TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
300 300 90000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 90000 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 495720 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 121352 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
Volume = 0 Cubic feet gallons per CF
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 Inches X DA 12 inches per foot
Volume = 52500 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 52500 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121352 Cubic feet
5B. 0 Cubic feet
5C. 52500 Cubic feet
5D. 52500 Cubic feet
TOTAL 226352 Cubic feet

6. SUMMARY
Total required volume = 722072 Cubic feet
Total design volume avail.= 727-5.52 Cubic feet
Min- reqrd. trtmnt. vol. plus sludge accum.= 495720 Cu. Ft.
At elev. 46.00 Ft; Vol= 509568 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = G75052 Cu. Ft.
At elev. 48.00 Ft; Vol= 668G40 Cubic feet (start pumping)
Seasonal high water table elevation is 42.00 Feet, which must
be lower than the elevation of top of treatment volume 46.00
DESIGNED BY:
DATE:
APPROVED BY:
k e-
DATE: r)
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

CrYA FITER M FARMS, INC.
P.O. Box 607
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: 02/23/94
Farm Operator: John Blanchard #2
County: Sampson
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish)
0
Sows (farrow to feeder)
0
Head (finishing only) =
3,672
Sows (farrow to wean) =
0
Head (wean to feeder)=
0
Seasonal High Water Table Elevation =
Storage Volume for Sludge Accumulation
Treatment Volume (Min. = 1 CF/Lb)
Inside Top Length of Dike
Inside Top Width of Dike
Top of Dike Elevation =
Bottom of Lagoon Elevation
Freeboard Depth of Dike
Side Slopes on Dike =
25 Year — 24 Hour Rainfall
Rainfall in Excess of Evaporation
Minimum Permanent Storage Depth
CALCULATED DATA:
Minimum Treatment Volume — Livestock =
Vol. of Waste Produced 121,352 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. 49,000 CF
Rainfall / 25 Yr Storm = 49,000 CF
Minimum Temporary Storage Volume =
Total Minimum Required Treatment Volume
Total Design Volume Available =
Total Temporary Volume Avaliable
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr — 24 Hr Rainfall
1,000.0 Feet
41.5
Feet
0.0
Cu. Ft. (As Per Owner's Re,7j
1.0
CF/Lb
400.00
Feet
210.00
Feet
46.20
Feet
33.40
Feet
1.00
Feet
3.0
: 1
7.00
Inches
7.00
Inches
8.85
Feet
495,720 Cubic Feet
219,352
Cubic Feet
715,072
Cubic Feet
718,357
Cubic Feet
221,805
Cubic Feet
655,198 CF @ 44.40 Feet
669,357 Cubic Feet
Minimum Volume for Permanent Storage = 496,552 C F C@ 42.25 Feet
Permanent storage volume is greater than Mimimurn treatment volume
required for livestock

,Q,UARTER M FARMS, INC.
Farm Operator: John Blanchard #2
Date: 02/23/94
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0
sows (farrow to finish)
X
1417
Lbs. =
0
sows (farrow to feeder)
X
522
Lbs. =
3,672
head (finishing only)
X
135
Lbs. =
0
sows (farrow to wean)
X
433
Lbs. =
0
head (wean to feeder)
X
30
Lbs. =
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume =
Minimum volume =
Page 2
0
Lbs.
0
Lbs.
495,720
Lbs.
0
Lbs.
0
Lbs.
495,720 Lbs.
Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
495,720 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
Inside Top Length of Dike
Inside Top Width of Dike
Top of Dike Elevation =
Bottom of Lagoon Elevation
Freeboard Depth of Dike
Side Slopes on Dike =
Total Design Lagoon Liquid Level Elevation
Total Design Liquid Level Depth =
0.0 Cu. Ft. (As Per Owner's R�$�
400.00 Feet
210.00 Feet
46.20 Feet
33.40 Feet
1.00 Feet
3.0 : 1
45.20 Feet
11.80 Feet
Determine total design volume using prismoidal formula:
SS / Endl = 3.0 Feet SS Sidel
SS / End2 = 3.0 Feet SS Side 2
Inside Dike Length @ Design Liquid Level 394.00 Feet
Inside Dike Width @ Design Liquid Level = 204.00 Feet
3.0 Feet
3.0 Feet