310101_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0101 Certificate Of Coverage Number. AWS310101
2. Facility Name: Errol Quinn Farm
3. Landowner's Name(same as on the Waste Management Plan): Errol B Quinn
4. Landowner's Mailing Address: 195 J B Stroud Rd
City: Magnolia State: NC Zip: 28453-8749
Telephone Number: 910-289-7660 Ext. E-mail:
5. Facility's Physical Address: 144 Jb Stroud Rd
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc
10. Operator Name(OIC): Errol B.Quinn Phone No.: 910-289-7660 OIC#: 22410
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,220
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name ilt Unknown) (Cubic Feetet)/� (Square Feet) (Inches)
1-2 Q "f38G V f
3-7 Z 41(o(D l "j `5tlft-ee— 19.50
3�75
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(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 a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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

pa 4
ROY COOPER
Covernar
MICHAEL S.REGAN ` •,
Secretary
LINDA CULPEPPER NORTH CAROLINA
pir"for Environmental Quality
February 27,2019
Errol B Quinn
Errol Quinn Farm
195 J B Stroud Rd
Magnolia,NC 28453-8749
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•//de(inc gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non Discharge General Permits you must submit an application for
permit coverage to the Division Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non Discharge General Permit." The application form must be completed signed and returned by April 3. 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAW MP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A'4��'
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310101
Prestage Farms Inc
North Carolina Department of Environmental Quality I DNSion of Water Resouroes
512 N.Salisbury St.1 1636 Mail Service Center 1 Raleigh,North Carolina 27699-1636
919.7079000

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production kf Vegetative or wooded buffers;
(-YAecommended best management
practices;
(4 ood judgment and common sense
Animal body surfaces Dirty manure-covered animals () Dry floors
Floor surfaces Wet manure-covered floors ( Slotted floors;
('`Waterers located over slotted floors;
() Feeders at high end of solid floors;
(1 S rape manure buildup from floors;
Underfloor ventilation for drying
Manure collection pits Urine (frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition IXUnderfloor ventilation
Ventilation exhaust fans Volatile gases; Fa maintenance;
Dust 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 ( Flu h tank covers
liquid whiles tanks are filling xtend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater 4, underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon WExtend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (I Proper lagoon liquid capacity
Biological mixing 4 rrect lagoon startup procedures
Agitation ('( inimum surface area-to-volume ratio
inimum agitation when pumping
( ) Mechanical aeration
()Vroven biological additives
Irrigation sprinkler nozzles High pressure agitation II gate on dry days with little or no wind
Wind draft (;Minimum recommended operation pressure
(�J Pump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying ( 1 Basin surface mats of solids
4 O Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
�5 Agitation when emptying O Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading () Soil injection of slurry/sludges
spreader outlets Volatile gas emissions () Wash residual manure from spreader after use
` k' () Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of slurry/sludges
or sludge on field surfaces () Soil incorporation within 48 hours
O 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 () Complete covering of carcasses in burial pits
pits 411 () Proper location/construction of disposal pits
Incinerators Incomplete combustion ( 1 Secondary stack burners
Standing water around Improper drainage ( "'Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads ( Farm access road maintenance
�oads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids .(-Flush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids &kMaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
y) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
olids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
/end disturbance by animals is minimal.
(�) Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

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

v ` Version—November 26,2018
® aloty 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 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 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A 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 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).
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 disposal plan is part of the facility's CAWMP and is activated
State
when numbers of dead animals exceed normal mortality rates as specified by
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).
o In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (91Oj296-2121
COOPERATIVE EXTENSION SERVICE (CES)
43
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wail until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this doe 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. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. make sure no siphon occurs.
d. Stop all flows in the house, flush systems or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch away from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, 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?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the 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 the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-
site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan
to keep problems with release of wastes from happening again.
2

`
^ .
. . .
OPERATION ANO MAINTENANCE PLAN
------------------------------
Thiu lagoon is designed for waste treatment (permanent storage) with
min' odor control' The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing oporationo, and the amount of fresh water added to the system.
The designed 6 months- temporary storage is an estimated volume
based on: l) waste from animals; 2\ excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that uuuuru on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 lnohaa of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately O inches.
Therefore` an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available' A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(u)' If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid oat ,
center pivot , guns, and traveling gun irrigation' Caro should be
taken when applying waste to prevent damage to crops.,
The following items are to be carried out :
l. It is strongly recommended that the treatment lagoon be Pre-
charged to 1/2 its capacity to prevent excessive odors during
otart-up. Pre-charging reduces the concentration of the lnitial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times- When preoharging is complete,
flush buildings with recycled lagoon liquid' Fresh -water should not
be used for flushing after initial filling'
2' The attached waste utilization plan shall be followed' This
plan recommends sampling and testing of waste (see attachment)
before land application-
3' Begin pump-out of the lagoon when fluid level reaches eleva-
tion �-E8 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation A,3,0 or before the fluid depth is
loaa than 6 feet deep (this prevcnfts'-the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 65635 cubic feet or 490948 gallons. As stated before, this
volume will vary considerably from year to year.
- -

`
x .
4' The recommended maximum amount to apply per irrigation is
d h recommended i application rate is O 3
one (l) inch an the reoommen a maximum app ou '
inch per hour.
� .
� 5 Keep vegetation on the embankment and areas adjacent to the
| lagoon mowed annuall�' Voge.tation should be fertilized as needed
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
8. Keep a minimum of -- feet of graswaste utilization s vegetated
fields adjacent to perennial azreamu' Waste will
Dot be applied in open ditches. Do not pump within 200 feat of a
residence or within lOO feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Health, and Natural Resources, Division of EnviroD-
mental has the responsibility for enforcing this law'
__ _�

SC,S-ENG-S 5 U. S. OEPA.R—A mENT OF tiGRICULTURE
Rev. 5-70 nOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAb r DISTRICT
DATE q —(� —q 3 COUNTY t3zp I -
S_ C.S. PHOTO SHEET NO. WORK UNIT
WATERSHEIi AREA MEASUREMENTS \
/ � 1
CROPLAND ACRES PASTURE ACRES �'�-{�I
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approz scale 111= feet)
Locate reference point.in center line of dam and Identify on skctck.
H I-H I
la �
• I
BORING NUMBER AND PROFILE
SHOW
DEPTH MaAe and list dam•site and soiliway borincs first•then ponded area and borrow pit borincs•separate with ue,tica/r.ed line.
(Continued on back uihenr necessary) Shout crater lable eleuations on dam•slle barfnps.
SCALE
1 2 3 4 5 6 17A 8 9 11 ;0 11f1211131114 15 116 17 1118 19 20 21 22 23
—� 5MII 11 1I III III bm 11 11m
" I SM ST I�.iLU iI Ism dC I
r c I sr.. i
'1•,F � j I j ISt ?�! i Is� I cc. i II II j i ,
J i
IS G oG
u BORINGS MADE I3Y ^ " -- _ SIGNATURE & TITLE _`y `"r';l',..
�
��L+cur

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (311) and stockpiled for use on dike
and pad slopes (2-311) . The topsoiling quantity is in excess of
amounts specified on page one (1) .
Cut-off Trench:
--------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are Ip �
encountered, they will need to be excavated a minimum of 1,71fce-i
below grade and backfilled and compacted with a SCS approved
material (i.e. -CL, SC, CH) . Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3 . 0 ACRES
USE THE SEED MIXTURE INDICATED:
3-&4-:-O—laBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 3 0�
l�A-�O- LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
24 . 0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0. 0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
6. 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1 . PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
:a

. . ° .
Operator : QUINN County: DUPLIN Date: 34347. 25
`
Distance to nearest residence (other than owner ) : 1000.0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 lbs. = 0
0 sows ( far?ow to feeder ) x 522 lbs. = 0
1280head ( finishing only) x 135 lbs. = 172800
0 sows (farrow to wean) x 433 lbs. = 0
0 head (wean to feeder ) x 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 172800
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 172800 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 172800 cubic feet
3 STORAGE VOLUME FOR SLUDGE ACCUMULATION^ - � LOW"he,
S['1 a n°f «��o��w� ~~ --` _�~� �
--1 ' ~~J _J `
Volume = 0.0 cubic feet ��1 � u .� �� �^.��r�
4. TOTAL DESIGN VOLUME
Inside top length 160. 0 feet ; Inside top width 245. 0
Top of dike at elevation 47.8 feet
Freeboard 1. 3 feet ; Side slopes 3. 0 : 1 ( Inside lagoon
Total design lagoon liquid level at elevation 46.5 feet
Bottom of lagoon elevation 35. 8 feet
Seasonal high water table elevation 40. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 152. 2 237. 2 10. 70
AREA OF TOP
LENGTH * WIDTH =
152. 2 237.2 36102 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
88. 0 173. 0 15224 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
120. 1 205. 1 98530 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] *
36101. 8 98530. 0 15224. 0
_ __

' . .
!
/
i
|
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 267243
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160.0 245. 0 39200. 0 square feet
Buildings (roof and lot water )
Length * Width =
0. 0 0.0 0. 0 square feet
TOTAL DA 39200.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 172800 Lbs. SSLW * CF of Waste/Lb. /Day * 180
Volume = 42301 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or vo
of fresh water used for a flush system. Flush systems that re---
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7. 48
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
180 days excess rainfall = 7. 0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 22866. 7 cubic feet
� �� �

�
�
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 24500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 42301 cubic feet
5B. 0 cubic feet
5C. 22867 cubic feet
5D. 24500 cubic feet
TOTAL 89668 cubic feet
6. SUMMARY
Total required volume 262468 cubic feet
, Total design volume avail . 267243 cubic feet
Min. req. treatment volume plus sludge accumulation 172800
�7-s�� /rJX/�f(
At elev. -42v0 feet ; Volume is .154682 cubic feet (end pu
. Total design volume less 25yr-24hr storm is 242743 cubic fee
�
At elev. 45.8 feet ; Volume is 242540 cubic feet (start
�
' Seasonal high water table elevation 40. 0 feet
==C-
7. DESIGNED BYAN'u���� �G--k�� APPROVED BY:
DATE: /� ��/ DATE:
- ~ ' //�//�4
/ . `
'
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
� COMMENTS: ----
, . EXCAVATION AND FIEL VOLUMES
ARE
` CORRECT
`
��_ .

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WARSAW
1300 .\../ IeY ••�:
1380 •9
1516
I 00 RILXAD l 5 2 v % P.B. 13]9 .3 \
9 1a00 Raiford 1378 1.6
Ai 17�
.9 I - '21100
Og \ \ 1378\
2
UNE A /'.*
1729 3 `
A\
I • P I I100 blo
1189 6/ 9 'I 9 61991 -�0 /•"/ .a T""� .P 1730 5
�\ lice ° / - ~' no7 9 1 KENANSVILLE / za g
9 1113 •3 '\ \ rOr.073 oL 1959
Corroll I \ _ Y \/ b 1900 1 I
l 1927 2.I '_11
\ /6 1 2 33 1:
' 0 \ 1959
'•.31}i b I1Ce / 1107 p13 I _
\ / IloS
1174 �• 1, ^ }� \3 O 1926 r
V I 9 f 1921
O
I � 1114 19C6 2V I a 1 1909 ,�\,• \,e�
1737
I I Ilia 1� 40 '\ 1956 _
1171 1107
I X \
l 1922 1 3 Ott
\3 11Cd ,a 1911\ '' P 19>ZI \.g 18 'rM!/ 1961
7 3 1912 �'0 1737 1141 o
/ D •P 19,1• 1920 ry \ 'P 2.0 1.0 \�
1106oa '\o / h ;l;:\•. 1957 1' 1967 \�^'
MAGNOLIA 1' J 1, 161 \• 2 16 01921 \ \n4
-�
/ ror.161 1915 io 1911\ _ 1919
1920
111] \ 1916 �' •1911 �
1003 1915 •\C
� 17 4° 1918 2,0
,-`%
2.] Ilai
r'S 111] �6 995 1915 2018 /
/ /O �h Z\ Rwur.r
1116 / 1123 1103 .2 II41
Comv 1\�1003 .8 —� 1911 2
ROSE HILL
1122 ENEV
GREEN EVERS
_ 1
1124
1• 1120 - \ 1122 I -� _ � ___ ____,
I1]S P 3
(1101/
1102 lag 9
I
1•a —_. 1947
b 1935
1126 �a I -y e is m / 2=e,z
No P
1127 N ;'�: 1133 _ It33 / ''I P/ 1937 1 h
I� t133 O � .0 3 1935
4u
2 O 1102
I 1133 1138 �1146 ^� 1162 � .
N
1300 -0 137
1 -.\ \ IIBB
qr 6 'S
6
CCf•nL" �
_.. /P \��Ga 113a '.;t! 1135 •� '� �.� /'� 2® 19a3 19a5
1129 1'3 1101 \� Jo'-ez b+m<I i
1100 6 '9 r •O
b \ C 3 'I l]O / TFACHY
1128 1129 /' h 11)6 / ror.]lJ .\ 2011
2024
/ 9 P
J b t I 1156 ` I
1128 �I_83 /P 1 r �-, _ 1.5 a 9
1155 .\�•"`� > ""Z�1
1157 .I V(ds. i 1176 \ ^✓./^'(r.l '' ` 19a0
g m .e nse \ /._.\,. WALLACE
ro ,v�nr, .oP
I
117

Operator: _________ _________ _________ ____====> Quinn Expan.
County:__ _________ _________ _________ ________> Duplin
Date:____ _________ _________ _________ ________> 02/04/03
Dist.to nearest residence (other than owner) : 1000 ft.
sows (farrow to finish) :___ _________ ________>
sows (farrow to fee eder) :___
head (finishing only) :_____ _________ ________> 1280
sows (farrow to wean) :_____
head (wean to feeder) :_____
A,re. Live Weight for other operations (lbs. )=>
Storage volume for sludge accum. (cu. ft. ) :=>
Treatment Volume (min. 1 cu. 1.0
25 Year - 24 Hour Rainfall (in. )===_________> 7.5
Rainfall in excess of evaporation (in. )===__> 7.0
Drainage area of buildings & lots (sq. ft. )=>
Volume of wash water (gallons/day)====______>
Temporary storage period (days)_____________> 180
Freeboard (ft. ) :____________________________> 1.0
Side slopes (inside lagoon) :________________> 3.0 1
Inside top length (ft. ) :____________________> 160. 0
Inside top width (ft. ) :_____________________> 245.0
Top of dike elevation (ft. ) :________________> 47.8
Bottom of lagoon elevation (ft. ) :==_________> 35. 8
Seasonal high water table (SHWT) elev. (ft. ) :=> 40.0
Total required volume:_____ ________> 262366 cu. ft.
Actual design volume:______ ________> 278179 cu. ft.
Stop pumping el. (> or = to 40.0 ft.SHWT)> 43.7 ft.
(> or = to 41.8 ft.Min. )
Required minimum treatment volume: 172800 cu. ft.
Volume at stop pumping elevation: 175053 cu. ft.
Start pumping elev. :________________________> 46.1 ft.
Volume at start pumping elevation: 252988 cu. ft.
Actual volume less 25yr-24hr rain: 253679 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 65066 cu. ft.
Actual volume to be pumped:==> 77935 cu. ft.
To
J A ✓ F1'e B to c%-c" 1'r�•"' /,J f �,o 7Ct .
�f G r

jo
Op:3rator:Erroll Quinn County: Duplin Date: 12/17/92
Distance to nearest residence (other than owner) : 1500 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
2090 Head (finishing only) X 135 lbs. = 282150
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 282150
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 282150 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1. 0 CF/lb. SSLW
Volume = 282150 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
S Ud(u---A y�04-
�a•-� .P l a ^z.
Volume = 0 cubic feet �� .�, S � 4 rr -c�+•� era rs� 1,��Q
4 . TOTAL DESIGN VOLUME
Inside top: length 330 feet ; width 140 feet
Top of dike at elevation 47.80 feet
Freeboard 1. 0 feet Side slopes 2 . 5: 1 (inside)
Total design lagoon liquid level at elevation 46. 80 feet
Bottom of lagoon at elevation 32 .50 feet
Seasonal high water table elevation 36. 00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 .5 2 .5 2 . 5 2 . 5 325. 0 135 . 0 14 . 30
AREA OF TOP
LENGTH X WIDTH
325 135 43875 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
254 64 16097 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
289 99 114832 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsect ion) +Area Bottom] X Depth/6
43875 114832 16097 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 416617 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
330 140 46200 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 46200 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 = 282150 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 69070 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
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 Inches X DA / 12 inches per foot
Volume = 26950 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot X DA
Volume = 28875 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 69070 Cubic feet
5B. 0 Cubic feet
5C. 26950 Cubic feet
5D. 28875 Cubic feet
TOTAL 124895 Cubic feet

6 . SUMMARY
Total required volume = 407045 Cubic feet
Total design volume avail.= 416617 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 282150 Cu. Ft.
At elev. 43 . 50 Ft; Vol= 284054 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 387742 Cu. Ft. ,
At elev. 46. 10 Ft; Vol= 386466 Cubic feet (start pumping)
Seasonal high water table elevation is 36.00 Feet, which must
be lower than the elevation of top of treatment volume 43 . 50
DESIGNED BY: APPROVED BY:
DATE: /Z-23-5 2 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: �Ql b e � J nr� t KlI N4 1 Gaarll 4 e-/ey q7.8. Make Y�J
��.�s ��I•ec�s� lZ',

Operatpr__________________�=____________====>Errol Quinn
County______________________________________>NEW LAGOO THE FOL
12/10/92 COMMAND
Dist. nearest residence (other than owner)==> AVAILAB
.�ws (farrow to finish)_____________________> ANYWHER
ws (farrow to feeder)_____________________> THE PRO
Head (finishing)____________________________> 2090
Sows (farrow to wean) _______________________> TO PRIN
Head (wean to feeder)______________________=> \pd
Storage volume for sludge accum. (cu. ft. )===> 0
Treatment Volume (min. 1 cu. ft. per lb. )===> 1 TO CLEA
Inside top length___________________________> 300 \cd
Inside top width____________________________> 150
Top of dike at elevation____________________> 47 .80 TO QUIT
Freeboard___________________________________> 1. 0 \q
Side Slopes_________________________________> 2 . 5
25 year - 24 hour rainfall==________________> 7. 5 TO GOTO
Bottom of lagoon at elevation_______________> 32 .50 \sr
Total required volume______________> 405595
Total design volume available=====_> 411112 TO PRIN
Design end pumping elevation________________> 43 . 60 \pc
Min. required treatment volume=====> 282150
Trmt. vol. at end pumping avail.===> 285223 TO PRIN
Design start pumping elev.__________________> 46. 10 \po
Min. required perm. + temp. volume=> 381706
Design vol. at start pumping avail.> 382987 TO GOTO
Seasonal high water table elevation=====____> 43 . 00 \wu
NOTE! Verify that temporary storage is adequate:
Min. required temporary volume=====> 123445
Design temp. vol. avail=====_______> 125889
-2?z
�,7

I
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s) . If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet) . Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching) .
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When pre-
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2 . The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 46. 10 as marked by permanent markers. Stop pump-out
when the fluid level reaches elevation 43 .50 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
storm is 96020 cubic feet or 718232 gallons. As stated
before, this volume will vary considerably from year to year.
4 . The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to
stable outlets.
8 . Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES: /
Z

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2 . 0 ACRES
USE THE SEED MIXTURE INDICATED:
120. 0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0. 0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16. 0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
60. 0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0. 0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
4 . 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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

Operator:Quinn 1 (o �a,A) County: Duplin Date: 12/23/92
Distance to nearest residence (other than owner) : 1500 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
435 Head (finishing only) X 135 lbs. = 58725
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 58725
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 58725 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1. 0 CF/lb. SSLW
Volume = 58725 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Not computed at landowner's request.
Volume = 0 cubic feet Sludge will be removed as need
4 . TOTAL DESIGN VOLUME
Inside top: length 110 feet ; width 125 feet
Top of dike at elevation 47 .80 feet
Freeboard 1. 0 feet Side slopes 2 . 5: 1(inside)
Total design lagoon liquid level at elevation 46.80 feet
Bottom of lagoon at elevation 32 . 00 feet
Seasonal high water table elevation 36. 00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 . 5 2 .5 2 . 5 2 . 5 105. 0 120. 0 14 .80
AREA OF TOP
LENGTH X WIDTH
105 120 12600 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
31 46 1426 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
68 83 22576 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsect ion) +Area Bottom] X Depth/6
12600 22576 1426 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 90285 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
110 125 13750 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 13750 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 = 58725 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 14376 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
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 Inches X DA / 12 inches per foot
Volume = 8020. 8333 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot X DA
Volume = 8594 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 14376 Cubic feet
5B. 0 Cubic feet
5C. 8021 Cubic feet
5D. 8594 Cubic feet
TOTAL 30990 Cubic feet

6. SUMMARY
Total required volume = 89715 Cubic feet
Total design volume avail.= 90285 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 58725 Cu. Ft.
At elev. 43.90 Ft; Vol= 58272 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 81691 Cu. Ft.
At elev. 46. 00 Ft; Vol= 80561 Cubic feet (start pumping)
Seasonal high water table elevation is 36 . 00 Feet, which must
be lower than the elevation of top of treatment volume 43 . 90
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

f
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s) . If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet) . Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching) .
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When pre-
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2 . The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 46. 00 as marked by permanent markers. Stop pump-out
when the fluid level reaches elevation 43 .90 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
storm is 22397 cubic feet or 167527 gallons. As stated
before, this volume will vary considerably from year to year.
4 . The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0. 4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to
stable outlets.
8 . Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:

/ ry
--------______________>Errol Qui
Dist. nearest residence (other than owner)==>
Ws (farrow to finish)_____________________>
_jws (farrow to feeder)_____________________>
Head finishin -------------------------
Sows (farrow to wean)_______________________>
Head (wean to feeder)_______________________>
Storage volume for sludge accum. (cu. ft. )===> 0
Treatment Volume (min. 1 cu. ft. per lb. )===> 1
Inside top length___________________________> 110
Inside top width____________________________> 125
Top of dike at elevation====________________> 47 .80
Freeboard___________________________________> 1. 0
Side Slopes_________________________________> 2 . 5
25 year - 24 hour rainfall__________________> 7. 5
Bottom of lagoon at elevation_______________> 32 . 00
Total required volume______________> 89715
Total design volume available=====_> 90285
Design end pumping elevation________________>

operator:Quinn 2 County: Duplin Date: 12/23/92
Distance to nearest residence (other than owner) : 1500 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
415 Head (finishing only) X 135 lbs. = 56025
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 56025
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 56025 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1. 0 CF/lb. SSLW
Volume = 56025 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Not computed at landowner's request.
Volume = 0 cubic feet Sludge will be removed as need
4 . TOTAL DESIGN VOLUME
Inside top: length 120 feet ; width 110 feet
Top of dike at elevation 47. 80 feet
Freeboard 1. 0 feet Side slopes 2 . 5: 1 (inside)
Total design lagoon liquid level at elevation 46.80 feet
Bottom of lagoon at elevation 31. 00 feet
Seasonal high water table elevation 36. 00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 . 5 2 .5 2 . 5 2 . 5 115. 0 105. 0 15.80
AREA OF TOP
LENGTH X WIDTH
115 105 12075 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
36 26 936 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
76 66 19781 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsect ion) +Area Bottom] X Depth/6
12075 19781 936 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 86352 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
120 110 13200 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 13200 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 = 56025 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 13715 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
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7. 0 Inches X DA / 12 inches per foot
Volume = 7700 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot X DA
Volume = 8250 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 13715 Cubic feet
5B. 0 Cubic feet
5C. 7700 Cubic feet
5D. 8250 Cubic feet
TOTAL 29665 Cubic feet

6. SUMMARY
Total required volume = 85690 Cubic feet
Total design volume avail.= 86352 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 56025 Cu. Ft.
At elev. 43 .90 Ft; Vol= 55757 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 78102 Cu. Ft.
At elev. 46.00 Ft; Vol= 77040 Cubic feet (start pumping)
Seasonal high water table elevation is 36. 00 Feet, which must
be lower than the elevation of top of treatment volume 43 .90
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

l
� 'Op ` ____-____;=------- ----==============>Errol Qui
Cot; _� _____________________________________>LAGOON 2
Date========================================>12/10/92
Dist. nearest residence (other than owner)==>
1ws (farrow to finish)=====================>
-)Ws (farrow to feeder)=====================>
Head (finishing)============================> 415
Sows (farrow to wean)=======================>
Head (wean to feeder)=======================>
Storage volume for sludge accum. (cu.ft. ) ===> 0
Treatment Volume (min. 1 cu. ft. per lb. )===> 1
Inside top length===============------------- 120
Inside top width============================> 110
Top of dike at elevation====================> 47. 80
Freeboard===================================> 1. 0
Side Slopes=================================> 2 . 5
25 year - 24 hour rainfall==================> 7 .5
Bottom of lagoon at elevation===============> 31. 00
Total required volume==============> 85690
Total design volume available======> 86352
Design end pumping elevation================>

'y
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s) . If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet) . Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching) .
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When pre-
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2 . The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 46. 00 as marked by permanent markers. Stop pump-out
when the fluid level reaches elevation 43 .90 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
storm is 21415 cubic feet or 160184 gallons. As stated
before, this volume will vary considerably from year to year.
4 . The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5 . Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to
stable outlets.
8 . Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:

OPERATION ANO MAINTENANCE PLAN
------------------------------
Thi3 lagoon is designed for waste treatment (permanent storage) with
min., odor- control . The time required for the planned fluid level, to be.
i .onr.._l t pnf QiKaQG r L tmpui di MuCdyw) Wdy vm ...Un rQ wii CUili.7 Wont.'
flushing operations, and the amount of fresh water- added to the system.
The designed 6 months tempyany ygrage is an estimated volume
i_ia`ed gun: r ) waste from anllTld1s; Y) excess rainfall after evaporation;
and 3 ) the rarg_< _t 24 ho(ir (0% a,~3y) rainfall that occurs on the
average of once every 25 years. The: volume of waste generated from
a, given number of animals wil i. be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately s inches.
Therefore, an average of n inches of excess rainfall wl.11 need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a, permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste seater is recognized as an acceptable
method of disposal . Methods of application include solid set ,
center pivot. , guns, and traveling gun irrigation, Care should be
taken when applying waste to Prevent damage to crops
W fo owAg items are Q be carripd out
.1.. it to strongly- r i. Jmm"I i,:=iit thIat. -t he ti dL!mant lagoon Le Pre-
charged to 1/2 its capaciiy o prevent exapsAve Gdor`T during
t _i - ",_L }: F
i ,. i �:ii i �girlg r� �' ._ rlia _ �n :,�'iii � ,-�# lrir :if Ilt' initin
wa sto ent_ar J.hy LH? J_rr l00n thmehv i"or,lilni ng odorS, Solid., should ];<
cypred with WNW li.?nt. At an i.),i'n _ when plauharying is c .m:a1 'is
flush buildings w i,Y.h recycled lagoon liquid. Fre& water should 11ut
he usej fur RUSAny a 0t .iil:. KS! filling,
1. We attached waste I_t`.LI.JZritl.00 plan shall be followed. This;
Plan recommends sampling and testing ing t w,: t o (see attachment )
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eteva-
t ion r'46A J30 as (harked by permanent marker. Stop pump-out when
the: fluid level reaches elevation 4
16
` .450 or before the fluid depth is
l than 6 feet deep (this prevents the loss o e
less f favor,abl._.
bacteria) . The design temporary storage, less. 25 year storm
is 65635 cubic feet or 490948 gallons. As stated before, this
volume will vary considerably from year to year.

. . . `
4 . The recommended maximum amount to apply per irrigation is
one '1) inch and the recommended maximum application rate is 0'8
inch Per hour'
5. Keep vegetation on the embankment and areas adjacent to the
laguun mowed annually. Vegetation unould be ier\Llized as needed
to maintain a vigorous stand.
6' Repair any eroded areas or areas damaged by rodents and
establish in vegetation'
7' All surface runoff is to be diverted from the lagoon to stable
outlets,
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or WON 100 feet of a well .
p . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Opparhmani of
Environment , Health, and Natural Resources, Oioisioo of Environ-
mental Management , has the responsibility for enforcing this lam

SCS-ENG-53S U. S. DEPARTMENT OF AGRICULTURE
5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
o
FAR. ER'S NA14E DISTRICT
DATE q —(3 -q 3 COUNTY b"41 �
S.C. S. PHOTO SKEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS \
CROPLAND ACRES PASTURE ACRES I-
WOODLAND ACRES TOTAL, ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx.scale 1tt= feet)
Locale reference point in center tine of dam and Identify on sketc&
l0,
SHOW BORING NUMBER AND PROFILE
DEPTIi MaAe and list dam-sitt and solllwag borings first-then ponded area and borrow plt bor(nas.seocrate with oe cal red line.
(Continued on boat whore ntctssarv) Show water lable elevations on dam-site borings.
SCALE
1 2 3 4 5 6 4a 8 9 10 li 12 13 _ 14 15 116 17 18 191 20 21 72 23
S I 5 _ JM C-
11 Isc
LI.`-� � n �'� .S,^1 f� � IP� ICI-�I�,!•': I I `S j I I I
r C• I I cI. (I S I II I I
�13r
I,? S1 Ilr _frv; I
5 G C 1. i Ij ii i 1C,L•
I
' I I
_J�_
BORINGS MADE BY t: t —_-- -- SIGNATURE &-TITLE % r'r"
1

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one ( 1) inch in diameter shall be removed to a minimum depth of
one ( 1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (311) and stockpiled for use on dike
and pad slopes (2-311) . The topsoiling quantity is in excess of
amounts specified on page one (1) .
Cut-off Trench:
--------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS . Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or cheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement . To
protect against seepage, when areas of unsuitable material are 14
encountered, they will need to be excavated a minimum of j,I/ -fcei
below grade and backfilled and compacted with a SCS approved
material ( i. e . -CL, SC, CH) . Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation :
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

TYPICAL VIEW OF A ONE-STAGq LAGOON SYSTEM
../� ��t ./��' �✓C -o �Y�s:,,✓� /w�odn/� /�l' /tip /iii✓`,oar/
Confinment Building Top Width /S Settled Top Elevation y7�� Gy Togo
Pipe Invert Elevation
+I SS
Pit �
SS 3 :L SS :L _
TREATMENT
11 LAGOON
.I Depth
Pipe (Needs to be adequately nn,,
L., supported)
Bottom $levation .35 S
IAAD ts;�� •� i�'l"' 1�� fG. Si` ^�1C +u q4 P
NOTE : RIP-RAP , FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
J PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
o�� �rtuV 'f emc0.,., erQ,� Q r e� \() Se
v�

USDA SOIL CONSERVATION SERVICE,
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
t ,
NAMEr
LOCATION
SIZE OF OPERATION a u _ FARROW TO FEEDER
FARROW TO FINISH
`� `l � ROW TO WEAN _
CONTRACTING COMPANY J K u�� 5 SEDER TO FINISH
WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION FEET
AS DESIGNED AS BUILT .
INSIDE TOP DIMENSION
DIKE TOP WIDTH
TOP OF DIKE
BOTTOM OF LAGOON
t .
INSIDE SIDESLOPE ' f
i
L OUTSIDE SIDESLOPE
PIPE INVERT
i
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES — NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359? 1
YES NO
COMMENTS uS bcc� SSc�rJ\� �o �r►ha..co
a a b b /� �� , n c � h /rt r-"
dfy°t 1
a.,tc 92,4:X Q l
i
I
SIGNATURE ,.TITLE DATE
i

U. S. Department of Agricult, e �
NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
�� 4��q o_a•.
HAZARD CLASSIFICATION DATA SHEET FOR-DAMS""
Landowner
County pV1;.�
Community or Group No. M X Conservation Plan No.
Estimated Depth of Water to Top of Dam J,2-.o Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation _/2o�ci
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev. st. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
1
2 '
3 . I
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach N� /-(nAror �M.l-Q ISn 1F4
Hazard Classification of Dam 6a b, c) (see NEM-Part 520.21)
Dam Classification (I , II, III , IV, V)
By Date /,;L
n e title
Concurred By Date
�� � Date �z//✓��
name title
NOTE: I . Instructions on reverse side.
2. Attach additional sheets as needed.

USDA SOIL CONSERVATION SERVICE.
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME
LOCATION
SIZE OF OPERATION FARROW TO-FEEDER
FARROW TO FINISH
FARROW TO WEAN;
CONTRACTING COMPANY f7, / FEEDER TO FINISH
WEAN-TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA J1.
TBM ELEVATION ;�0, 0 o FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION A o
DIKE TOP WIDTH J �J
TOP OF DIKE
BOTTOM OF LAGOON
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE ).
PIPE INVERT ��
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 3599
YES NO
COMMENTS Sr i
GNATURE TITLE .. -- DATE - ry

-
^
/ —
\ `
AF14 (F2) =48. 3
READY
AA A8 AC AD AE AF AG AH
COMMANDS ARE
4Dist. nearest residence (other than owner) -) AVAILABLE FROM
5Sows (farrow to finish) =====================> ANYWHERE IN
63ows ( farrow to feeder) =====================> THE PROGRAM:
7Head (finishing) ============================> 1280
83ows ( farrow to wean> =======================> TO PRINT DESIGN:
'`'Oan to
1OStorage volume for sludge accum. (cu. ft. ) ===} 0
pev Io.
12Inside top length===========================> 231 \cd
131nside top width============================} 155
14Top of dike at elevaticn====================> 48. 30 TO QUIT W/O SAVE :
15Freeboard===================================> 1. 3 \q
16Side Slopes=================================> 2. 2
1725 year - 24 hour rainfalI==================> 7. 5 TO GOTO SEEDING:
188ottom of lagoon at elevation===============> 36. 70 \�r
19Total required volume==============> 2�8133
2NTotal design volume available======) 264324 TC PRINT SPECS :
SPAEADSWEET | No mail | ! 3: 29po Tue Mar 29
Pl~Ouin F2=Help FZ=Menu F4=Cancel F3=Edit 06=Nacr3 F7=2oto
/ / l

Waste Utilization Plan
Producer: Errol Quinn County: Duplin
Name of Farm: Errol Quinn (1-7)
Location: 195 JB Stroud Rd.
Magnolia, N.C. 28453 P
Phone: [phone]
Type of Operation: Feeder-Finish
Number of Animal: 4220
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 8018 ton/year
Amount of plant available N (PAN) produced/year: 7174 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle.Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Errol Quinn (1-7) Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No. Field No. Soil Type Crop Yield/Ac Lbs. N Acres Lbs N Month to Lbs. N
Code unit Used Apply Per Ac.
2647 Z1 MCC CB 6 50 1.20 360 MAR-OCT15 300
2647 Z1 MCC SG 1 50 1.20 60 SEPT-MAR 50
2647 Z2 MCC CB 6 50 1.27 381 MAR-OCT15 300
2647 Z2 MCC SG 1 50 1.27 64 SEPT-MAR 50
2647 Z3 MCC CB 6 50 1.20 360 MAR-OCT15 300
2647 Z3 MCC SG 1 50 1.20 60 SEPT-MAR 50
2647 Z4 Au CB 5.5 50 1.20 330 MAR-OCT15 275
2647 Z4 Au SG 1 50 1.20 60 SEPT-MAR 50
2647 Z5 Au CB 5.5 50 1.24 3411 MAR-OCT15 275
2647 Z5 Au SG 1 50 1.24 62 SEPT-MAR 50
2647 Z6 Au CB 5.5 50 1.24 341 MAR-OCT15 275
2647 Z6 Au SG 1 50 1.24 62 SEPT-MAR 50
2648 7 Au CB 5.5 50 18.95 5211 MAR-OCT15 275
2648 7 Au SG 1 1 50 1 18.951 948 SEPT-MAR 50
Total 26.3 8639lbs.
Available Nitrogen 7174 lbs.
Surplus or deficit -1465 lbs.
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.

Errol Quinn (1-7) Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters 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 field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 1519 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 7596 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 25
acres of land. If you apply the sludge to corn at the rate of 125 lbs.of nitrogen per acre you will need 61
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25%depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such 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

Errol Quinn (1-7) Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No. Field No. Soil Type Crop Applic. Applic.
Code Rate(in/hr) Amount
2647 Z1 MCC CB 0.5 1
2647 Z1 MCC SG 0.5 1
2647 Z2 MCC CB 0.5 1
2647 Z2 MCC SG 0.5 1
2647 Z3 MCC CB 0.5 1
2647 Z3 MCC SG 0.5 1
2647 Z4 Au CB 0.5 1
2647 Z4 Au SG 0.5 1
2647 Z5 Au CB 0.5 1
2647 Z5 Au SG 0.5 1
2647 Z6 Au CB 0.5 1
2647 Z6 Au SG 0.5 1
2648 7 Au CB 0.5 1
2648 7 Au SG 0.5 11

Errol Quinn (1-7) Page 5
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 limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operate(
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Errol Quinn (1-7) Page 6
WASTE UTILIZATION PLAN
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.
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 waste. If the producer
does not own adequate land to properly dispose of waste , he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization,or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
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 that runoff
does not occur offsite or to the 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.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.The potential for salt damage
from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual 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 residenrial 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).

Errol Quinn (1-7) Page 7
REQUIRED SPECIFICATIONS
(continued)
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 he 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 causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation 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 evidences 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 illigal 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 vegetation and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre-plant with no further applications of animal waste
during the crop season.
21. Highly visible markers shall be installed to mark the top and the 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 (5)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 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Errol Quinn (1-7)
Owner/Manager Agreement Errol Quinn
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we)also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on-site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Errol Quinn
Signature: � e. Date:
Name of Manager(If different from owner)
Signature: Date:
Name of Person Preparing Plan:James L. Lamb
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: ' �� �� Date: `���

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Brock Equipment Co.
R_ einke_
MORE RIGHT THAN RAIN
6550 Deans St.
Bailey,NC 27807
Grower: Seth Quinn Date:12/03/2018
Farm:System Design 1 : 12/3/2018 Field Name:Field Layout 1 :5/25/2018 Field Area:22.02 acres
System Model: E2065 System Length:645.00 ft Total Irr.Area:19.43 acres
Number of Spans: 3
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THE a, +L 1�'` w � �!� r" 44 A
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ENGINEERING AND DESIGN
708 Abner Phillips Road
Warsaw, NC 28398
Phone [phone]
Fax [phone]
Firm License No. C-4438
January 10, 2019
Mr. Errol Quinn
195 JB Stroud Rd.
Magnolia,NC 28349
Subject: Center Pivot Wetted Acres
Errol Quinn Farms
JB Stroud Rd.
Magnolia, NC
Dear Mr. Quinn:
A new center pivot has been installed on your farm located on JB Stroud Road in
Magnolia,NC. I have reviewed the documentation of the center pivot. The pivot is set up with
3sections plus an end boom with a gun on the end boom. The total length of the pivot is 645
feet. This portion of the system has an are of 178.8 degrees. The gun on the end has a 100 foot
throw. The gun operates through an arc of 162.5 degrees.
In determining the "wetted" acres, only 90% of the end gun throw is allowed by
regulation. Based upon the arc of the pivot and the arc of the gun, I certify that the total wetted
acres for this system is 18.95 acres.
If you have any questions or need further information,please do not hesitate to contact
me at 910-293-2770.
Sincerely,
SEAL 01
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System Length 645.00 Total Spans:3 1st/2nd Endgun Throw:100
Pivot Center Lat/Long:34 54'51.54"N/77 59' 13.20"W Degree of Sweep:178.80
Total Irrigated Acres:19.43 Pivot Acres: 14.90 1st/2nd Endgun Areas:4.52
SAC/SSAC Acres: Wrap Span Acres: Drop Span Acres:
Primary Coverage
194 196 194 390 194 534 61 645
l i Remaining: 1.43
646.43
Span Information
Span No. 1 2 3
Model: E2060 E2060 E2060 End Boom
E2060
Length: 194' 194' 194' 61'
Dist-Twr.196.00 ft' 390.00 ft' 584.00 ft'
Pipe Size:6 6 6 N/A
Outlet Sp:57" 57" 57" 57"
Primary(1 st)Endgun Areas by Location
TwinMax Degree from North Degree from Pivot Start Latitude/Longitude in Degrees Area
(feet) Start Stop Start Stop Start Stop Acres
Area 1 254.2 56.7 16.3 178.8 34 54'49.33'N 34 54'55.77'N 4.52 acres
77 59'21.73"W 77 59'5.88"W

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ELECTR(1GATOR
Irrigation System Proposal
Seth Quinn JB Stroud RD Final -7/5/2018
PRICES EFFECTIVE: July 01, 2017
Customer Information Dealer Information
Seth Quinn 0242110
Brock Tractor& Equipment
JB Stroud Rd 6550 Deans St
Kenansville, North Carolina, USA 28349 Bailey, NC 27807
Legal: PO#:
Mailing: JB Stroud Rd FAX: [phone]
City/State: Kenansville, North Carolina, USA 28349 Mobile: [phone]
Email: Email:[e-mail]
Phone: Phone: [phone]
System Information
System Type: Center Pivot Model: E2060-G/57"
System GPM: 300.0 GPM System Length: 646'
Elevation: 0' feet System Acres: 15.1 Acres
Top of Inlet Pressure: 51.5 PSI
End Pressure: 50 PSI End Gun Acres: 2.4 Acres
Hours to Apply 1": 29.0 Hours Total Acres: 17.5 Acres
Span Information
Number Type Length Ext Spacing Wheel Track Tire Size PSI Loss Span Cable
1 E2060 194' N 57" 196' 16.9 x 24 0.7 10C/#12/1 s
2 E2060 194' N 57" 390' 16.9 x 24 0.5 10C/#12/1 s
3 E2060 194' N 57" 584' 16.9 x 24 0.2 10C/#12/1 s
EB E2060 61' N 57" 646' 0
Irrigation Systems Proposal July 5, 2018
Dealer: Brock Tractor & Equipment Page 1 of 6
Customer: Seth Quinn