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I)EM-P 9 E Fax:[phone] Jun 17 '97 9:44- P.02iO4
,,tat& of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality �Z — 70,3
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The desigrR_i�®
Animal Waste Management Plan (AWMP) certification form, Part II, mus e
with this application prior to the application being accepted as c%eN 1997
Application Date: r7 49� FAY`TTE1/1LLE
I. REQUIRED ITEMS CHECKLIST REG. OFFICE
Please indicate that.you have included the following required items by signing your initials in the space provided next to each
item -
Applicants initr�ls
1. One completed and signed original and two copies of the application for Gents* Permit -
Animal Waste Operations: �4S
2. Three copies of a general location map indicating, the location of the animal waste facilities and 3 cs
field locations whew animal waste is disposed:
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part-H (Certification of Design Items A-F). If the facility does not bate Part R of the
AWMP completed it must be completed prior to submittal of a general permit application forC S
animal waste operations.
4. 'Three copies of the Animal waste Management Pfau (AWMP) used for facility design.-.-
11. GENERAL INFORMATION:
I . Farm's name; _ 0 d EaZ- �•
2. Print Land Owner's nan3e: o a v .re"_r L93 C - - '
3. Mailing address: 2,0- L:?OX- i19,
City: f State: zip: 2-V 3 2 S
Telephone Number: ( gtO ) 5 I Z- Z1ut1 e r,4_ 3/(e
4. County where farm is locatgd:
3. Fm n Location (Directions from nearest major highway. Please include SR numbers for state roads- Please include a copy
of a county road map with the location of the farm identified): _/VC 403 ev� T'�O__ 1Z&JAk✓.
`l i 5 z r At-,
6. Print Farm Mana s namc (if different from Land Owper): le-?r►k
7. Lessee's integrator's name (if applicable; please circle which type is listsd): -,
w
-3
FORM: AWO-G-NE 3/21197 Page I of 3
w

ULM-F & E Jun 17 ' 97 9 :45 P. 03/04
III. OPERATION INFORMATION:
I- Farm No.: _ (county number): (facility number)-
2. Please complete the table below as it applies to your facility using the cerdfied design capacity. The "No. of Animals"
should be the maximum number for which the waste mm 4emn t stmctutes were designed.
1[3 ►e of Swine N% of Animals T)= gf pouljy No_ of Animals I= ofSaWL No. of Animals
o wean to Feeder 0 Layer 0 Daffy
0 Feeder to Finish 0 Non -layer 0 Beef
0 Farrow to Wean (# sow) _ 3 Li UO 0 Tuakry
0 Farrow to Feeder (# sow) -
0 Farrow to Finish (# SOW)
Other Type of i ivestock on the farca: _ ___No. of Animalsy
3. Acreage cleared and available for application- . Z- ; Required Acmage (as listed in the AWMP): O
4_ Number of Lagoons: -_L- ; Total Capacity: ;Coq�(.q!j Cubic Feet (ft3)
Number of Storage Ponds: — ;Total Capacity: — Cubic Fret (ft3)
S. Are subsurface drains presem within 3 00'of any of the proposed application fields? YES or NQ (please cinle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or f3 (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES of NO tplease circle one)
What was the date that this facility`s swine bouses and lagoon were siled'
What was the date that this facility's laud application areas was sUed?
I V . A►PPLICANT'S CERTIFICATION:
1, � � _ c�i/V►+y b_ 1 Al C _ (Land Owners name listed in question I1.2), attest tbar
this application for vn W(je-r; FS�arn_ S- Z (Farm name listtd in question 13.1)
has been reviewed by me and is 4ccurate and complete w the best of my lamwledge. I understand that if all required pans of this
application are not completed and that if all required supporting information and attachments art not included, this application package
will be return o me as incom Iete.
Signature Al.Date
V . MANAGER'S CERTIFICATION: (complete only if differr_nt Drum d= Land owner)
I, Or�c! 5" (Manager's name listed in question Uk), attest that this
application for {Farm name listed in question ILL)
has been reviewed by me aad is acwrate and complete to the best of my knowledge. I understand that if all required parts of this
application are not cotleted t if all required supporting information and attachments are not included, this application package
will be returned a, ' c plete.
/7 7
Signature Date lJ
THE COMPLETED A CATION PACKAGE. INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

llirm-P & F
Fax:[phone] Jun 17 '97 9:45 P.04f04
DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 WoodflnPlace
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Btmcoube
Madison
Burke
McDowell
Caldwell
Mitchen
Cberukee
Polk
Ctay
Rutherford
Graham
Swain
Haywood
Transylvania
Hendemn
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville. NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
(919) 94&401
Fax [phone]
Beaufort ]odes
Bade Lenoir
Chowan
Panntic4
craven
Pasguotank
Cunritack
Ponquir ans
Date
Pi rt
Crates
Tyrell
Gteeno
Washington
Herdb d
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Mam Street
Mooreeville. NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
38W B arFeit Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Cbatbwn
Nash
Durb=
NorthamgtQn
ftecanibe
Orange
Franklin
Person
Granville
Vane
>`iatifax
Wake
Johnston
Wafrcn
Lee
Wilson
Wil.mingtou Region. WQ Supervisor .
127 Cardinal Drive Fxtew ion
Warangtort. NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln Brunswick New Hanover
1313dtn
Richmond
Cabarrus
Meddmburg Carteret Unslow
Cumberland
Robeson
Catawba
Rowan Columbus peodar
Harney
Sampson
Cleveland
Stanly Duplin
Hoke
Scotland
Gaston
Union
Montgomery
izedtll
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Asbe
Stokes
Caswell
Surly
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
GuUford
FORM: AWO-G-NE 3/21/97 Page 3 of 3

Animal Waste Management Plan Certification
(Please type or. print aIL information that does not require a signature)
E'XdMinr. or-
)E;xpanded
Name
of Farm:�Z_ Facility No: -
Owner(s) Name:, ]?bane No- Y/v-S9z-�iV'V -
Mailing Address: P.O- Ila— Nor q ,
T
Farm Location: Fourteen Digit Hydrologic Unit:_ O 3D 3 _c�,�b( ll C7G 10
Latitude and Longitude`' 5`� to r �Y ! �r� Ly ` f + County: tr 1 y, Acvw
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): X%t- 4,10 3 v 1' YnUt gyp'.,c! �1 i►-i� ��,
cUertr fir Rd 1✓ StZ.ONI�-
r--
Option Descritltiort:
Type of Swine No. of Animals
t7 Wean to Feeder
❑ Feeder to Finish
ZTarmw to Wean
Farrow to Feeder
Zk Farrow to Finish
Type of Poultry
O Layer
Pullers
No. of Animals
Type of Cattle No. of Animals
o Dairy
:1 Beef
Other Type of Livestock: Number of Animals:
�WMYRGJa �� G�i�f • - -_— '��i �S } ry r r5k 1�� $'%h.-
Preyrr $ �P �� Adrtxr�unril Dsitgn C achy
a i� dr a a k S �ti h}
ry Taa�IJ�+e�#grt e�actty °� � � � 3u � � �€' �� ^'<
4
.,,llg -QOY' Qlll - 9fJ m •r<i 'ahQ
C
Regrstratfar I (Dare on wiuCh tuazen app far iegrsaatronj
Now
Acreage Available for Application: - !) q. Z..._.. Required Acreage: 24.0
Number of Lagoons / Storage Ponds : ITotal Capacity: ZI ce 4 (. 6 y�( Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
Owner / Manager Agreement
l (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm muted above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a stor-tn event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste- I (we) understand that run-off of poilutancs from lounging and heavy use areas must be minimized using technical
standards developer) by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation Distrim I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certiftcation jif the approved plan is changed) within 60 days of a title transfer.
Name of Land O. ner :
Signature:
Name of IN
Signature: r
AWC -- April 24, 1996
owner):
Date: L " i V ` � 7
Date:

D). Application and Handling E ui [Went
Check the apprapriate box
G Existing or expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan}- ew �y�o
exEanded orexisting facility Wit ut existing waste a12121ic tion egu'rment or stray_
ion. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as pan of the plan).
L3 ew, ex anded r existing facility without existing waste application equipment for -land
spreading not using spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for tithing of
applications has been established, required buffers can be maintained; calibration and adjustment guidance are
contained as pan of the plan).
Name of Technical Specialist (Please Print):
Affiliation:d5� D1�
Address(Agency) Y M,r.--i, �i ' , �K' AIC- Phone No.: 19 —782 —7SL 7
Signature: Date: S -Vc- 3.19" 7
E) Odor Control- Insect Control, Mortality Management and Emergency Action Plan (SD
SI, WUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Gtv► C.
Affiliation: c.
Address(Aoency): i.*Pa . , s- y9 VC ZV i zgi Phone No.:
Signature: A-t, a,- C
F) Written Notice of New or Expanding Swine Farm
The foiloming signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21,1996, when was it constructed or last expanded
I (wc) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road. street. or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805_ A copy of the notice and a list of the property owners notified is
attached
Name
Signat
Name of illanager(if different from owner):
Signature
IVC -- Januarc 1, 1997
ate:

DOGWOOD FARMS, INC.
P. O. Box 49
Clinton, North Carolina 28329-0049
April 21, 1997
CERTIFIED --RETURN RECEIPT REQUESTED
«Name»
«Company»
«Address 1»
c<Address2>>
Dear Property Owner:
Per the rules and regulations of the State of North Carolina, specifically GS 106-805, we
are providing you as an adjoining land owner, by certified mail, the following
information pertaining to our proposed swine farm.
1. Name and address of person(s) intending to build the operation:
Dogwood Farms, Inc.
P. O. Box 49
Clinton, NC 28329
2. Type of swine farm: Sow Farm (Farrow to Wean)
Design capacity 3400 sows
3. Name and address of Technical Specialist preparing the waste management plan:
Bryan C. Spell
2420 Five Bridge Rd.
Clinton. NC 28328
4. Physical Location of Proposed facility:
Dogwood Farms, Inc.
3947 Giddensville Rd.
Faison, NC 28341

I Property Owner - ? - April 21, 1997
5. Address of local Soil and Water Conservation District:
Sampson County SWCD
84 County Complex Rd.
Clinton, NC 28328
6. Other Information_
The above mentioned rules and regulations provide that any adjoining property
owners or person owning property located across a public road or street from the
swine farm may submit written comments to the Division of Water Quality,
Department of Environment, Health and Natural Resources.
We assure you we will strive to be good neighbors and follow all local, state, and federal
rules concerning this operation.
Sincerely yours
DOGWOOD FARMS, INC.
Lewis M. Fetterman, Jr., Ph.D.
President
LMF,Jr/ad

Name
Ms. Joy Sullivan Oates
Mr. Raymond Harrell
Mr. W. D. Hawley & Others
C- T Sales, Inc.
Ms. Ruby C. Gordon
Ms. Lettie Reekes
Ms. Nancy Wheeler
Mr. William N. Waters
Ms. Treva Tadlock
Larry & Faye Barefoot
Mr. William E. Burch
Mr. Herbert Grimes & Others
U. S. Steel
Mr. W. B. Sutton
Mr. G. J. Sullivan
Mr. Dwight Harrell
Mr. Kenneth King
Mr. Roland King
Sampson County Board of Health
Company
c/o Urbain F. Grimes
c/o Federal Paper
360 County Complex
Addressl
4649 Giddensville Rd.
1376 Goshen Church Rd,
6225 Riptide Dr.
P. O. Box 155
307 Don Ray Dr.
609 Charlton Dr.
5024 Trail Ridge Dr.
202 Inverness Rd.
507-G Mystic Dr.
1605 Goshen Church Rd.
639 Burch Rd.
1491 Grimes Rd-
P. O. Box 130
1395 Julius Sutton Hwy.
4551 Giddensville Rd.
1376 Goshen Church Rd.
2727 Moorgate Rd.
4090 Giddensville Rd.
Rowan Rd.
Address2
Faison, N 28341
Faison, NC 28341
Wilmington, NC 28403.
Faison, NC 28341
Richmond, VA 23227
Hampton, VA 23666
Raleigh, NC 27613
Clinton, NC 28328
Greensboro, -NC 27406
Faison, NC 28341
Faison, NC 28341
Faison, NC 28341
Wallace, NC 28466
Faison, NC 28341
Faison, NC 28341
Faison, NC 28341
Baltimore, MD 21222
Faison, NC 28341
Clinton, NC 28328

State of North Carolina RIT
Department of Environment, F11WA
Health and Natural Resources / • ±g�JYRAri
Division of Water Quality
James B. Hunt, Jr., Governor Admoddhomak
Jonathan B. Howes, Secretary C) E F1
A. Preston Howard, Jr., P.E., Director
June 18, 1997 R EC E7 IN
MEMORANDUM Ju14 19 1991
To: Tommy Stevens, Regional Supervisor
FAYETTEViLLE
From: Mike Lewandowski, Environmental Engineer REG. OFFICE
State Engineering Review Group
Subject: Permits Applications for New facilities
Attached is a copy of the General Permit for Liquid Animal Waste Operations application package
for a new facility. This information is being provided so you may review the packages prior to
permit issuance_ Please provide your comments by July 9, 1997. If no comments are received by
that date, we will assume that there are no objections, and permit issuance will proceed.
If you have any questions, please contact me at [phone] ext. 362, or
mikelew @ dem.ehnr.state.nc.us.

RECEIVED
PRELIMINARY SPECIFICATIONS FOR A LAND APPLICATION AM 19 1997
WASTEWATER IRRIGATION SYSTEM FOR DOGWOOD FARMS, INC.
FARROW TO WEAN OPERATION, SR 1725, SAMPSON COUNT)$007EVILLE
REG. OFFICE
According to data finished by Brian Spell, Environmental Manager, Dogwood Farms, Inc., this is
a 3400 sow farrow to wean operation. The annual PAN to be produced from this farm is
approximately 18,360 pounds. Mr. Spell did not compute the PAN which will be produced from
sludge annually. However, there is additional land on the farm which can be used for sludge
application. Sludge is normally not applied for the first five to ten years of a facility operation.
However plans, need to be developed in the future to handle the PAN which is present in the sludge.
This preliminary design does not address handling of the sludge.
According to data given in the Waste Management Plan prepared by Mr. Spell, the soil type is
Foreston loamy sand. However in examining the site and the soils map for the site found in the Soil
Survey of Sampson County dated August 1985, there are at least six soil types in the field where land
application will occur. These soil types are Goldsboro loamy sand, a moderately well drained soil
with a permeability of 2-6 inches per hour in the top 20 inches and a permeability of 0.6-2.0 inches
per hour from 10 to 96 inches; Rains sandy loam, a poorly drained soil with a permeability of 2-6
inches per hour in the 0-12-inch depth and a permeability of 0.6-2.0 inches per hour from I2 to 63
inches; Faceville fine sandy loam, a well drained soil with a permeability of 6-20 inches per hour in
the 0-14-inch depth and 0.6-2.0 inches per hour from 14 to 99 inches; Lynchburg sandy Ioam, a
somewhat poorly drained soil with a permeability of 2.0-6.0 inches per hour in the 0-11-inch depth
and a permeability of 0.6-2.0 inches per hour from 11-85 inches; Norfolk loamy sand, a well drained
soil which has a permeability of 6-20 inches per hour in the depth from 0-13 inches, 0.6 to 2 inches
per hour from 13-83 inches; and Foreston loamy sand, a moderately well drained soil with a
permeability of 6.0-20 inches per hour from 0-6-inch depth and from 23 to 67-inch depth and
permeability of 2-6 inches per hour from 6-23-inch depth. The long term intake rate of these soils
varies from 0.4-0.5-inch per hour. Approximately 57 percent of the land application area is
Goldsboro, 10 percent is Rains, 5 percent is Faceville, 10 percent is Lynchburg, 3 percent is Norfolk
and 15 percent is Foreston.
Since the operators of this operation desire to use a center -pivot irrigation system, the same PAN'
loading rate will be used for all the soil types. Mr. Spell had computed a PAN loading rate of
approximately 275 pounds annually based on bermuda pasture over seeded with small grain. H
projected yield of bermuda grass pasture was 4.5 tons per acre annually. Based on using a weighe3 !. � '
average of the soil types the projected yield of bermuda grass pasture should be approximately 5.1
tons per acres. Based on applying 50 pounds of PAN per ton of coastal Bermuda pasture and 50
pounds of PAN annually for the over seeded small grain, the projected annual use of PAN:t
approximately 308.5 pounds. =`a
The computed effective irrigated area under the center pivot is 74.2 acres. Based on the projected
loading rates of 308.5 pounds of PAN per acre, a total of 22,890 pounds of PAN can be applied to
this site which is more than the annual PAN production of 18,360 pounds. Therefore there
adequate land under the center pivot to handle the projected annual production of PAN. however
the owners are cautioned that the site needs to be over seeded each ye wi sma grain or
there will not be adequate land. n - n i,

The irrigation designer is not involved in the lagoon design, but it is assumed that there is a
minimum of 180 days of storage and with the coastal bermuda pasture and the over seeded small
grain there should be an adequate window to land apply the wastewater. The coastal bermuda will
be irrigated from April through September and the small grain from October through March. Again
the growers are cautioned that only 50 pounds of PAN can be applied to the small grain pasture. It
is most important to follow the Nutrient Management Plan. The total amount of wastewater to be
applied annually will depend on rainfall and will increase in a wet year.
Land ApUlication System
The owners desire to used a Valley 6000 center pivot irrigation system that is presently located on
the farm where they plan to construct the swine facility_ They system is presently equipped with
overhead spray nozzles. It will have to be retrofitted with Nelson 3000 rotators located on drops
with the rotators about six feet above the ground. The system also had an end gun.
The system cannot make a full circle because of wetland in the northwest corner of the field. The
end gun cannot operate all the time because of ditches on two property boundaries. There are two
irrigation wells Iocated at the extreme southern end of the area where the center pivot will operate.
Because wastewater cannot be applied within 100 feet of wells and 25 feet of ditches, in a portion
of the field both the end gun and four sprinklers on the distal end of the center pivot will need to be
shut off. On the attached drawing, the places where the end gun and/or the end gun plus four distal
sprinklers are shut off are shown.
With the end gun operating the effective irrigated length is 1133 feet and the machine will cover 55
percent (198 °) of a full circle. In this mode, it will irrigate approximately 50.9 acres. When the end
gun is shut off the effective irrigated length will be 1089 feet and 10.55 percent (38') of a full circle
will be covered. The area covered is 11.4 acres. When the end gun and distal four sprinklers are
shut off, the effective irrigated length is 1050 feet and the machine will cover 15 percent (54°) of
a full circle. A total of 11.9 acres are irrigated. The total irrigated acreage is approximately 74.2
acres.
When the end gun plus all the sprinklers on the center pivot are operating the total discharge will be
approximately 640 gpm. When the end gun is shut down the flow rate is reduced to approximately
560 gpm. When the end gun plus the four distal sprinklers are shut down the flow rate will be
approximately 510 gpm.
The system is designed to operate at 30 psi at the pivot point. The instantaneous precipitation rate
when the end gun is not operating is 0.90-inch per hour.
PR = 96.3 x gpm
sprinkler diameter x machine length
Sprinkler diameter = 55 feet
Machine length = 1089 feet
GPM = 560 gpm

PR = 96.3 x 560 = 0.90 -inch per hour
55 x 1089
This is in excess of the intake rate of the soil, but the fact that the machine is moving constantly,
there should not be a problem with runoff. The maximum application that should be made is one
pass across the field should be 0.5-inch and for winter time operation on the small grain hay the
maximum single application should not exceed 0.3-inch. The operator will need to use the timer
setting to control the application amount. The irrigation dealer who is retrofitting the machine with
drop nozzles and with the shut -offs when the end gun and the four distal sprinklers are to be shut-off
or activated will provide charts to give timer settings to apply the correct amount of wastewater.
From the lagoon to the pivot point the distance is approximately 1600 feet. The supply line will be
bell and gasket 8-inch Class 1251PS, PVC plastic pipe. The friction loss will be approximately 4.48
psi. This is based on a flow rate of 675 gpm rather than 640 gpm. The irrigation dealer based his
calculations on 675 gpm, rather than 640 gpm. Data is taken from a pipe flow chart. Using the
Hazen -Williams equation the friction loss if 4.51 psi.
�
FL = [0.2083(100)1.852 Q '852 L ] x 4.33
C D 4.8658 100
c = 150
Q = 675 gpm
D = 8.095-inch
L = 1600 feet
E .85z
FL = [0.2083 (10� )j.ssz x (675) x 16001 x .433
(8.095)4.8656 100
F, = 4.51 psi
The equation and the friction loss chart provide approximately the same values.
The 8-inch PVC pipe should be buried to a depth of at least 36 inches which will give a trench depth
of approximately 45 inches. Not knowing whether the operators will use an electric motor or
internal contribution engine to power the irrigation pump, horsepower is computed for both types.
Also not knowing the height of the lagoon dike above the normal ground service, it is difficult to
specify the exact method of connecting the pump discharge to the underground PVC pipe. Certainly
the installers should not cut into the lagoon embankment when installing the pipe. One option is to
use a ground entry at the base of the dike and a rubber discharge hose from the pump discharge to
the ground entry. There needs to be an air relief/vacuum relief valve at the pump and a pressure
relief valve. Each of these should be of at least 3-inch size and the pressure relief valve should be
adjustable and set to activate at approximately 7 psi above normal pump operating pressure. Since
3

the elevation of the lagoon and pivot point are approximately the same, there is no need for a swing
check valve. However if an electric motor is used, there will need to be a gate valve at the pump to
throttle the pump when filling the supply line and bringing the system up to pressure.
There also needs to be an air relief/vacuum relief valve at the pivot point where the supply line
terminates. This also needs to be at least a 3-inch valve.
Since there are irrigation wells on the property the wastewater irrigation system designer is not sure
whether the owners also plan to irrigate with fresh water. If they plan to do so, they need to install
check valves in the lines to ensure that no wastewater is pumped into the fresh water line. It is
recommended that there be double check valves or a check valve and a gate valve to ensure that there
is no contamination of the well aquifer from the wastewater.
While a flow meter is not required on the wastewater system, one is recommended so that the
owners know how much wastewater is being applied.
The total dynamic head (TD) required at the pump is 51.0 psi.
THD at Pump
Pressure at Pivot Point 30.0
FL Supply Line 4.5
Suction Lift at Pump - 15 feet 6.5
FL in Fittings, Valves, etc. 10.0
51.0 psi
It is recommended that the pump have a pressure at least 20 percent above the initial pressure
required to allow for wear of the pump. This would be a pump of 60 psi and a flow rate of 675 gpm.
The horsepower required for a pump that has an efficiency of 65 percent will be 36 horsepower.
This will require an electric motor of 40 horsepower and diesel engine of 50 horsepower.
HP = gpm x TDH(feet)
3960 x Pump Efficiency
gpm = 675
TD feet = 60 x 2.31 = 138.6 feet
Pump Efficiency = 65 percent
HP = 675 x 138.6 = 36 HP
3960 x 65
n
OU

Application of_Wastewater
The time required at apply 0.5 inch of wastewater is approximately 28 hours. Another application
of wastewater should not be made until that amount of wastewater has been used by
evapotranspiration (ET). If no rainfall occurs that will be three to four days in the summer and could
be five to seven days in the winter.
The total amount of wastewater to be applied to the coastal Bermuda pasture should not exceed the
plant available nitrogen (PAN) requirements of the crops based on soil type. However because it
will be very difficult to adjust the PAN for soil types using the center pivot a weighed PAN loading
rate is used. The PAN will be exceeded on three of the soil types but they represent only
approximately 23 percent of the soil, and will approximately match one soil type and will be low on
four soil types.
The majority of the wastewater will be applied to the coastal bermuda and a much smaller amount
to the small grain pasture. In an average year the total amount of wastewater to be applied is
approximately 13,300,000 gallons. Approximately 10,890,000 are from the swine operation and
2,400,000 are from excess rainfall falling on the surface of the lagoon. This is approximately 45
pounds of nitrogen. (PAN) per acre -inch lagoon in the liquid, but there will be some dilution from
the rainfall. This will be approximately 6.63 acre -inches of wastewater per acre of pasture.
Approximately 84 percent of this should be applied to the coastal bermuda and 16 percent to the
small grain pasture. The small gain pasture will receive approximately 1.08 inches of wastewater
irrigation and the coastal Bermuda will receive 5.55 inches of wastewater irrigation. This will be
approximately three 0.36-inch applications to the small grain pasture and approximately eleven 0.50-
inch applications to the coastal bermuda.
Since the operators will be limited on how much wastewater can be applied during the fall and
winter months, they need to ensure that the lagoon is well pumped going into the Iate fall months,
so there will be adequate storage until pumping can start on the coastal bermuda in mid -April.
Also none of this land is presently in coastal Bermuda, it is important that the coastal bermuda be
sprigged as early as possible in 1998. Depending on how quickly the buildings are constructed, they
may need to seed small grain in the fall of 1997 and figure on cutting it off for hay in early April and
then preparing the seed bed and sprigging the coastal.
Accurate records need to be maintained on all the operating time of the center pivot. The IRR-1 and
IRR-2 forms which are found in the Certification Training for Operators of Animal Waste
Management System Manual provide an excellent record keeping process.
Pumping should occur only in daylight hours and only when wind speeds are less than 10 mph. To
apply the approximately 13.33 million gallons of wastewater will require 383 hours. This is 38 days
pumping 10 hours per day. There should not be a problem of finding adequate days to apply when
the soil is dry and there should not be a runoff problem.
It is recommended that at least once per year that an evaluation be conducted on the system.
Enclosed is a procedure developed by Drs. Evans and Barker for center pivots. This is a draft
5

document since the final document has not been printed and there is no final ruling on the exact
procedure that will be required by DWQ.
Record Keeping
The latest regulations require that records on wastewater application be maintained for five years.
This includes pumping records, lagoon level, etc. Senate Bill 1217 also requires that the soil be
tested annually within 60 days of land application. Waste samples should be analyzed at least
annually, but it is recommended that this be done quarterly.
There is also a requirement that an Emergency Action Plan (EAP). Details for the Emergency
Action PIant are given in Chapter 5, Certification Training for Operators of Animal Waste
Management Systems Manual. This plan deals with lagoon overflow, runoff from waste application
fields, leakage from the waste distribution system and leakage from the base or sidewall of the
lagoon. All of the items in the EAP are common sense things to do if there is a problem. All farm
workers need to be familiar with the plan and have to respond if an emergency occurs.
Each farm will receive two inspections per year, one compliance inspection from DW, NCDEHNR,
and one operational inspection from North Carolina Division of Soil and Water. Both inspections
will use the same forms. Items that are not in compliance with the Waste Management Plan can be
cited as violations. It is important that the Waste Management Plan be implemented and followed.
Maintenance
There should be no land application and wastewater during freezing weather. The pump, the above
ground portion of the discharge pipe and suction line and any valves on the center pivot should be
drained during freezing weather.
The risers should be drained to approximately one foot below the surface during freezing weather.
Any liquid in the pipe in the ground should not freeze.
Check the air relief/vacuum relief valves at least a couple of times per year to see that they are
operating properly and are not leaking.
It is recommended that a ring of concrete (6 inches deep, two feet square) be poured around the top
of the riser near the lagoon. Check this at least once per year to see if there is any cracking.
Check for leaks each time on application of wastewater is made. Repair any leaks immediately.
Make sure that all the sprinklers are operating properly on the center -pivot. Clean or replace any
sprinklers that are not functioning properly. Check the stops on the machine to ensure the end gun
and or distal sprinklers are shutting down on being activated when they should be. Check the fluid
level on the gear boxes in the center pivot at least annually and refill as needed or drain or replace
if there is indication of water in the gear oil.
DOCPSPEC
M

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: DOGWOOD FARMS
P. O. Box 49
Clinton, NC 28329-0049
Telephone: [phone]
TABLE it - FIELD SPECIFICATIONS
County: Sampson
Date: June 2, 1997
Field
Number
Approximate
,Maximum
Usable Size
Of Field
(Acres)
Soil Type
Slope
(%)
Crop (a)
Maximum
Application
hate
(In/Hr)
Maximum
Application
per
Irrigation
Cycle
Inches)
Tract
1005
Field 1
44.6
Faceville
2-6
Coastal Bermuda
Pasture
Small grain
Pasture
0.4
Foreston
0-2
0.5
Goldsboro
0-2
0.5
0.5
Lynchburg
0-2
0.5
Rains
0.2
0.4
Tract
7253
Field I
28.3
Faceville
2-6
Coastal Bermuda
Pasture
Small Grain Pasture
0.4
Goldsboro
0-2
0.5
0.5
Lynchburg
0-2
0.5
Tract
7253
Field 2
1.3
Lynchburg
0-2
Coastal Bermuda Pasture
Small Grain Pasture
0.5
0.5
Norfolk
2-6
0.5
' Table to be completed in its entirety by SWCD Field Office personnel and forwarded to the irrigation system designer.
See attached map provided by the SWCD Field Office for field location(s).
' Total field acreage minus required buffer areas.
Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic
rates for the soil and crop used.
Dog[a I fs

TABLE 4 - IRRIGATION SYSTEM SPECIFICATIONS
Center Pivot
Flow Rate of System
675
Operating Pressure at Pump (psi)
60
Design Precipitation Rate (in/hr)
0.90
Hose Length (feet) NIA
Type of Speed Compensation N/A
Pump Type (PTO, Engine, Electric)
Not decided
Pump Power Requirement (hp) *
40 electric
50 diesel
TABLE 5 - THRUST BLOCK SPECIFICATIONS
LOCATION
THRUST BLOCK AREA (SQ. FT.)
8ff
90 ° Bend
5.46
Dead End **
3.82
Tee **
45 ° Bend
Gate Valve **
Ground Entry *"
6.83
A = 98HDZ sin
B 2 = 90
H = 60 x 2.3 1 = 13 8.6
D = 8.095
12
A = 98 x 1 .6 x .455 x .707 = 5.46 ft.'
800
*** Ground entry = 1.25 x 90' bend ** Dead End = .7 x W —
dogma$

PERFORMANCE - U.S. UNITS
100 SERIES BIG GUN - 240 TRAJECTORY - TAPER BORE NOZZLE
P.&L
Nozzle
GPM DLA
Nozzle
GPM DIA.
Nozzle
.6"
GPM 01A.
Nozzle
.65"
GPM DtA,
Nozzle
-7-
GPM DL4.
Nozzle
.75"
GPM 01A.
Nozzle
Jr
GPM DIA.
Hozz!
.W.
GPM DIA.
NozL1e
T
GPM DIA
Name
1.0"
GPM 01A
as
47
191'
57
2OZ
66
213'
78
227
91
23C7'
103
240'
119
259
134
256'
152
26Z
-
50
50
205'
64
215'
74
22S
67
23S
100
24V
115
2W
13D
2WISO
277
166
2W204
30P
60
55
215.
69
227'
6l
24a
96
2W
110
26a
126
270'
143
2W
164
28a'
182
295
224
316
70
60
225
75
2W
88
2W
109
263'
120
275'
130
2B3'
155
296
177
3aZ
197
310'
243
338
60
-�4
235'
79
24$
94
26a
110
277
128
285'
146
295,
165
305'
169
314'
210
32T
25a
354,
90
I 6a
245
83
2W700
277
117
2&?
135
29T
155 '.:'3W
175 '.
315'
201
32T
225
33S
274
36Z
100
72
255'
87
2W
' 06
260'
123
297
143
305'
153
316'
185
325'
212
336
235
345'
299
372'
110
76
2&9
92
278'
111
290'
129
303'
15o
315,
171
324'
195
33S
222
344-
247
355'
304
380'
150 SERIES BIG GUN - 240 TRAJECTORY - TAPER BORE NOZZLE
P %.L
Nozzle
.7"
GPM
DLL
Mazda
GPM
Ar
01A
Noarie
9"
GPM
DIA
Nnzrla
GPM
l A"
DIA
Mazda
1.1"
GPM DUL
Nozzle
1.7'
GPM CIA.
Nozzle
GPM
1 3"
DIA.
50
100
25&
130
27V
165
290'
205
310'
255
330'
300
34V
3W
360'
60
11D'
W 1, r:
143,.'1;}'21
182
305E
225
3=;?�'
275;:.r
W.- C :.::_
=
385 -
385
3W
70
120
280'
155
3011'
197
320'
245
340'
295
360'
355
380'
415
39V
80
1213
2W
165
310'
210
339
250
355'
3is _'
-
37T
360
396
445
410'
90
135
300'
175
320'
223
345'
275
365
335
390'
405
41 1Y
475
425
100
143
310'.
185
331T
235
35S
_
290
3M. .
355..
4(Kr
425
4W -
s00
*Mr
110
150
32{7'
195
_
340'
247
365'
305
38S
370
41O'
445
437
525
4W'
120
157
330"
2"
.: =' 3W
2S9
375'
33D
395"''
385 - 1'
4W' ..
465
44V
S45
Oar
200 SERIES BIG GUN - 270 TRAJECTORY - TAPER BORE NOZZLE
P.S-L
Nazxfe
1AS'
GPY DUL
Noah
1.1"
GPM
DIA,
Nozzle
12"
GPM QIA
Nozzle
1.3-
GPM DIA.
110zzie
1A"
GPM
DUL
Nozzle
1.5"
GPM DIA.
Nozzle
1.6"
GPM DIA-
Nozzle
1.75-
GPM DLA.
Note
1.9"
GPM
DM
60
i 250
345-
205
355
330
37-T
385
390'
445
410'
515
430
585
445'
695
470'
825
19S
70
270„,`,.
3W310.
.3W
,
355
3195
415
410'
480
.
437,,.
_
'- 555 .
4W
630' ` .
466
755 ''
495'
890
516
30
29D
375'
330
395'
380
410'
445
430'
515
450'
590
471Y
675
4M'
305
515'
950
535'
90
310
390'
3W
410'
405
425'
475
44S
545
465'
625
4aS
715
WS
055
535 1
1005
SW
100
325
400'
370
420'
425
440'
500
460'
575
48('
6W
500'
755
520,
900
550'
Io60
575'
110
340
4117
390
.430'
445
450'
525
470'
605
49S
695
515,
790
53S
945
56Y
1110
590'
120
355
42V
405
440'
465
460'
545
"0.
5W
505'
725
530'
825
550'
985
580,
1160
605,
130
370
424
425
449
485
4W^
566
4a5'
655
5151- .
- 755
540'
660
560'
1025
59O'
1210
am
PERFORMANCE - METRIC UNITS
100 SERIES BIG GUN - 240 TRAJECTORY - TAPER BORE NOZZLE
NtiM
DIAMETER
OS'
127MM
O-W
14A=
0.5-
152mt1
a65-
16,SF=
aT
17A=
&75P
12,1tam
or
20,9113111
0.W
21,6mm
0T
22*11111
lA'
WIW
PRESSURE
!f5 M1jH M
Lis WM M
LIS M1M M
Lis M3tN M
LIS M" Y
LIS iow M
LIS Ilrytl M
US M1t11 M
us W" M
Lis M1t11 M
3,5
3.00 10.8 59.5
3.73 13.4 626
4,33 15.6 66.1
5,09 1&3 66,8
S.34 21.0 71,4
6,71 24,1 74.5
7,64 27,5 77.5
8,74 315 79.5
9.67 34,6 01.4
11.9 Am 0&I
4,0
3411 122 64.3
425 15,3 67A
: S.W I" 71.8
5.W 21.1 74.5
I&= 24A 77A
7.73 Z7�b 01.0'
U031Z OU.
:IOM5.362 8&4
t1,2 40,a WS
13A 49S 90
5.0
3.79 13.6 69,0
4.72 17.0 7Z7
5.59 20,1 76,4
6.56 Z3.5 3D.2
7,62 27.5 94,4
5,% 312 86,7
9,91 34,9 90,4
11z6- 4o,5 42.5
17-5 A5.2 94.7
MS 55,6 103
6.0
4,17 15,0 M4
5,14 10.5 77,3
6,12 2Z1 80,7
7,19 25,9 W
&35 311,1 887
- 9,51 343s91,9
_
10,9^' 3&2 947'
'12.35 44.5 977
13,7- 49,5 161
ft18 6D,5 IO9
7.0
4,53 16.3 77.6
5.52 19.9 81,5
6,61 -73,3 85.0
7.75 27,9 89,3
9,02 M.5 33,0
10.3 37,D 96.1
11.7 41,3 99,0
13.3 480 102,2
14,8 53.5 105
t8.2 6-4.5 U3
0.0
4A9 17A 81,7
5A4 21,0 W
747 254 59.3
L25 297 93.1
SfA 34.5 V,3
10,95 394- 99.7
12S- At. 1M
142Z 512 1055.8
VU 572 109
19S 7D.2 116
150 SERIES BIG GUN - 240 TRAJECTORY - TAPER BORE NOZZLE
NOME
aAM i-ER
0.71
17.&M
O9'
20imm
1L9'
2Z91nm
I
2s4rtc1
1.1'
2731m
12'
30.Sm1
12
3
P1i gifa
�al a
tis M)PI M
us Mall M
us M api M
115 M`1" Y
Lis MjH M
Lr5 M1iN M
us WtH M
315
6.39 210 76,0
829 29.0 82.0
10-5 370 88.0
134 46,9 95.0
10 57,1 101
19.0 68,3 105
ZZ3 Wt 110
40
,'.4a1'..24,817%S..
BAS:,319 a58'
:.riz 40.4 91.6
133.5011'•9T,&r=
-T E1R;1041:�%' i
gym- 20.3 73A iDs:•-!
�218 85,T 114 "
i.0
7.53 77.5 MA
9,91 35.7 91,6
146 451 98,6
15.6 56.0
18,9 66z Ill
22.7 01-7 117
25.6 95,8 121
8A
1136 41 89,Z:.,...;-;.;!1D.9::391
98,7
:13,0 49A 104
_1055
i7Ac813:1t7¢k
;r �7i�,ltli. fC'a
;".: 249' W1231'_
;.':_291 105 128' -
7.0
9.03 32.5 95.0
11.7 42.2 101
14.9 515 108
18.4 66,3 114
224 80.7 t22
26.8 966 120
M.5 1i3 134
0
&60 341 993:
lZ5- 45.1 W5
15,9 S72 IV
19.7 70A 116-7.'
24D7 eeJ'128; .r;,"+
`>: 2857 103. 132
. 33.7 121 13J
9.0
102 36,9 104
13,3 47.9 110
16,8 60.6 117
M.9 7&1 123
25,4 91.5 131
3n,4 110 137
35.7 129 143
200 SERIES BIG GUN - 27° TRAJECTORY - TAPER BORE NOZZLE
11DZdP
MAMETEA
l.W
2A7mm
1.1'
27.9mm
1T
3D.SI1m
33.Ome
1-
I.4
35AW
1,5'
38,1mm
16'
40.fiem
1.75
443mm
1A'
4&31ma
PRESSUREWc,2LIS
MIN
Lis MIM M
Ifs W(N
M
In
WR1
W
US MSj14 M,`
tis. M70N M:
us: M4jH M
Lls Wj14'
Y'
US WA4
M
40
15.5
55.7 104
f1,3 63,9 106
1 20,0 73.1
112
Z3.8
65,8
117
27,5 99.9 123
322 116 129
36,t 130 134
1 4Z9 154
141
50,1 183
t49
5D
17a
6Z,3 Ill-
11.94 71,5; 117
227 81.7
121
25,7.
98.0
126'
3O7' 111+ i32
38A :13p?; 138
': 40r`_.t46- .tq .
48.0 173
152
W 20t
150
do
19.0
68.2 !15
21.3 78.3 121
24.9 39.5
:25
29,2
'05
1M
317 121 13a
39.4 142 144
44,2 159 149
5Z6 183
150
V-1 224
164
1O
:,2M
73,7 122'
23S 94,6 .129-
2U 9&7
134
31,5
114
140
36a: 13]', 14871
4Z0 , I='.iSZ
471' 172'. 159
588 204
i6b
', 07,1 241.
175
30
21.9
7E,8 i26
251 90.4 132
29,1 1N
138
33.7
121
1"
Z4,9 140 152
45,5 154 iES
51A im 155
60.7 210
174
71.7 2S2
182
90
212 8S6 13D
28,6 95,9 1W
X4 IM
142
35,5
129
144
41.2 t48: t57S,
4&3 174L, 164
':' 54a IS& -170.
64,4' 232
tee
70,0 274
185
i
Performance is shown with Taper Bore nozzles only. Distance of throw with Ring nozzles and Taper/Ring nozzles is slightly less. Consult factory for
complete performance details.
The lower trajectory angles result in better wind fighting ability, but reduced throw distances. Throw reduction depends upon nozzle flow rate. In general
the throw distance is reduced approximately 3% with each 30 drop in trajectory angle.
Performance data has been obtained under ideal test conditions and may be adversety affected by wind, poor hydraulic entrance conditions or,other
factors. Test riser height of three feel above measurement surface_ No representation regarding droplet condition, unitormity, application rate or
suitability for a particular application is made herein.

rt rt ft. T-►. Tt r►
r► rtr r► r►. fit: Tt T►.
rr .rt rt Tt
FLOW PERFORMANCE (U.S. UNITS)
•
Cola,
#9
Light Blue
111d =.
Deign
:'-'#11 ' 1_`:
14efge
Gold
012
Gold
#13
Gold
-_.._...
' '#14 " �
Lhae
---#15
LitreLsiie,tder
w
:::•,-."•
-= afi167f'.'R
•`
.;^ t17`; *;
' Lavmalttr "
PSI
GPM
GPM
GPM
GPM
GPM
GPM
GPM
GPM
GPM
6
0.34
0.42
0.50
0.61
0.71
0,82
0.95
1.08
1.22
10
0.44
0,54
0.65
' 0.79 ..
•0.92 .': •
1.06
1.23' .,.
1.40
1.58
15
0.53
0.66
0.79
0.96
1.13
1.29
1.51
1.71
1.93
20
0.62
0-76
0-92 •.;
1.11 ., '
! 30 .�,:
• 1.49. Y
,1.74, _
1.98
223
25
0.69
0.85
1.02
1.24
1.46
1-67
1-95
2.21
2.50
30
0.76
0.93
1.12
1'% _''
.=1.59
1.83
2.14:..=.
2.42
2,74
40
0.87
1.07
1.29
1.57
1.84
2.11
2.47
2.80
3.16
50 it
0.97
1.20
1.45
1.76: ,
2.06 .
'` ` ' 2.36 "•'
' '2.76 = ' .,
' 3.13
3.53
>r
` E #78 ;:;.+,
;fir,_;:, ts19C�K"
#24
#21:, =,�
tla2
#23
*26
Color
Gray ;
Gray :-�'�
Yellow
Yellow
White
StrVe
White
Yellow
PSI
GPM
GPM
GPM
GPM
GPM
GPM GPM
GPM
GPM
6
1.36
1,53
1.70
1.84
2.04
2.22 2.44
2.64
2.87
10
1.75
1.97
2.19
2.38
2.64 . ''
2.86 3:16
3.41
3.70
15
2.14
2.41
2-69
2.91
3.23
3.50 3.86
4.17
4,53
20
2.48
2.79
3.10
3.36 x:'w
3.73 �
"`4.05 . ' " 4:46
4'.82
:. 5.23
25
2.77
3.12
3.47
3.76
4.17
4.52 4.99
5.38
5.85
30
3.03
3.41
3.60
4.12"'`;
,.`4:56 r
".4.96. '. =5:47 Te
-�590
6.41
40
3-50
3.94
4-39
4.76
5.27
5.72 6.31
6-81
7-40
50
3.91
4.41
4.90
5.32.E ' 1
.5.419.
6.40 7.06 :
7.61
828
#
cold,
P51
t27#25
white
Blue
GPM
GPM
#213
..
GPM
#30
Dark Brown
GPM
Dark Brown
GPM
-
Oiipa
I GPM
age ._.
Dark Green
GPM
Dark Green
GPM
Dark
Purple
GPM
6
3.07
3.35
3.58
3.83
4.06
4.36
4.65
4,94
5.20
10
3.97
4.32
4.62 ;
-_.4.94 - `,
:'5.24 . ,
,;,5.63 _
',-6.00 .;
.6.37 ,-
; .'6.72. "
15
4.86
5.29
5.66
6.06
6,41
6.89
7.35
7.81
8.23
20
5.61
6.11 _ -
: 6.53:,-
:'6.99.`
: 7.40,
7.96 :
:: 8.49 `
.9.01 ..
9.50 {
25
6.27
6.83
7.30
7.82
8,28
8.90
9.49
10.08
10.62
30
.6.87
7.48 '
8.00 ':
a'' 8.56
' 9.07
9.75 „ `
":"i 0.39 , `'
- '_-11 A4
11.6 4 y; -
40
7.94
8.64
9.24
9.89
10.47
11.26
12.00
12.75
13.44
50
8.87 -•:
9.66
10.33t<<::
`"11.06.
11.71';z,
12.59' -.
;13.42
; 14.25
15.02 -
Lq
PSI
urple
GPM
Purple Black
Black
GPM GPM
n , r.•
GPM
GPM
GPM
Cream
GPM
Dark BI
:GPM
GPM
6
5.47
5.84
6.18
6.85
7-60
8.33
9.12
119.96
10.77
10
7.06
7.54
7.97
-- 8.85
9.81
10.75
11.77
`12.86
13.91
15
8.65
9.24
9,77
10.84
12.01
13.17
14.41
15.75
17.03
20
9.98
10.67
11.28 '
12.51
13.87
15.20
16.64
18.19
19,67
25
11.16
11.92
12.61
13.99
15.51
17.00
18.61
20,33
21,99
30
12.23
13.06
13.81
„,.._15.33
16.99 :-
` 18.62 ., .
20.38
22.28
24.09
40
14.12
15.08
15.95
17.70
19.61
21.50
23.54
25.72
27,82
50
1 15.79
16.86
17.83
19.79 "
21.93 :'
24.04 `
26.31
28.76
31.10
NOZZLE SIZE
((128th inch increments)
(example: 271128th inch
ororice size.)
/17 4271
�r
COf_OR
STRIPE
(Odd numbered nozzles
have a color stripe of the
next size)
e This How data was
obtained under ideal
test conditions and
may be adversely
affected by poor
hydraulic entrance
conditions,
turbulence or other
factors. Nelson
Irrigation makes no
representation
regarding sprinkler
flew rate accuracy
undervarious
plumbing and drop
pipe conditions.
WARRANTY AND OI5CWMER
NELSON R3000. S30M and M03000
SERIES PNOT PRODUCTS a
.auwma br are Year is dre do. d
argrud $a* 60 be hen d deleco�.
maderah aM wwkzrananv .hwr wed
.fin da Ma a SPOAPOma ar
.tKh du Pnadnbt cos dee51� ertl
under normal m and oar icy Tlr
- -- ' no+esP1'
im rvrabbm ,earn v urmium zed
raper of dwhchY Pans am the
mrdachmr d nor to lade for any
clap 0, O&M emeada -bw dam on
­h.a THiS WARRANTY Idseach d
EXPRE YIN Ur OF ALi OTHER
WARRANTIES. EXPRESS OR
IMPLIED. a CLUOWG THE
WARRANTIES OF
MERCHANTABILITY AND FaNESS
FOR PARTICULAR PURPOSES AND
OF AU OTHER OSUGAT10NS OR
LPSWTIES OF MANUPCrUREW
rro ewe, eriploree a MPMX-%LWA
d pa mmAKiwer has auhwdy m
vrwre. ON u add m"pvarmaae d
fopdip ema vnr a mire any
CWVALraamn ...ur+sy rct
av>Rnwsa never.
This product may be eocrered by
one or more o1 the lalkwAng U.S
Patent Nos.4795811 FtE3387!
OE S312865.5415348. 5409168
and other U.S. patents pending
or ca,respondmg issued Dr
pending iore patents
MAMLfONTel:
Route 4, Box Z69
Walla Walla, WA 99362-9426 U.S.A.
[phone]
Fax. (509y 525-7907

633-46
Rev. July 199(
Table 18S. SWINE ANAEROBIC LA40 M LIQUID FERTILIZER WUTRIEMTS •
Type Animal
Animal Unit Total Anaerobic Total Lagoon
Ptant
Plant
Total
Plant Avail
of Unit
Equivalent Lagoon Liquid Liquid
Nutrient
Nutrient
Nutrients
Mutrient
Production
Live Weight Capacity, Surplus,"'
Availability
irrigatat 3'
Unit
--------------- ft3/ per animal
Coefficients
----------------
init final seen animal unit unit/year
tbs/
-.^---------- -- ------------
irrigated
tbs/
tbs/
animal
single 2-stage acre-
*"`
acre
acre
unit/
------ lbs------ stage 1st + 2ad gate inch
inch
inch
year
ileanlinig-to per
10 50 30 60 45 15 191 .0070
M
.50
136
63
.48
Feeoer head
P205
.70
53
37
.26
capacity
K20
.70
133
93
.66
Feeder -to per
50 220 135 270 200 70 92T .034
N
.50
136
68
2.3
Finish head
P2o5
.70
53
37
1.3
capacity
K20
.70
133
93
3.2
Gilt Per
50 250 150 300 225 75 1015 .037
N
.50
136
68
2.5
DeveLopmt head
P205
.70
53
37
1.4
caF+scity
K20
.70
133
93
3.5
Boar stW per
250 550 400 500 375 125 2959 .11
M
.50
68
34
3.7
head
P205
.70
26
19
2.0
cap ac i ty
K20
.70
67
47
5.1
Farrow -to per
433 650 435 215 3203 .12
N
.So
91-
45
5.4
weenting active
P205
.70
35
25
2.9
sow
120
.70
89
62
7.3
Farrow -to per
522 783 523 260 386i .14
N
.50
91
45
6.5
Feeder active
P205
.70
35
25
3.5
sow
K20
.70
89
62
9.8
Farrow -to per
1417 28M ' 2125 708 10475 .39
M
.50
136
68
26
Finish active
D205
.70
53
37
14
sow
K20
.70
133
93
36
References: Deptz of Biological and Agricultural Engineering, Animal Science; Worth Carolina State University; Jan 1990
Agronomic Division, North Carolina Aepertment of Agriculture
As"Mes 400-1b sow and boor on limited feed, 3-rk old ream ing, 50-tb
feeder pig. 220-1b market hog and 20 pigs/toW,yw-
'`� Estimated total
lagoon liquid includes total liquid manure pits average annual
rainfall surplus incidental to lagoon
surface; does not account for seepage.
"!• irrigated: sprinkler irrigated liquid uncovered for 1 month or longer.
Table 18C. LAND APPLICATION OF SWINE ANAEROBIC LAGOON LIQUID
Type Animal
Rate-
Lagoon Liquid Application Rate "
Minim.= Land Area for Liquid Application `'
of Unit
Limiting
------------------irrigated--------
---
--irrigated-------------
Production
Nutrient
--------------^-
/ year------_•_-------
Lba acre/
------
---- ------
--lba/acre/
year
----------------
Unit
N
50
100
150
2DO
250
300
350
ADD
50
100
150
200 250
300 350 400
P24
20
40
60
80
100
120
140
160
20
40
60
80 100
120 140 160
K20
50
100
150
200
250
300
350
400
50
100
150
200 250
300 350 "0
-----------------
incheslyear-----------------
-.--
----------------scres/animal
-
unit -------- ----
lieanting-to per
N
.73
1.5
2.2
2.9
3.7
4.4
5.1
5.9
.w%
.0048
.om
.0024 .0019
.0016 .CO14 .0012
Feeder head
,15205
.51
1.1
1.6
2.2
2.7
3.2
3.8
4.3
.013
.0065
.0043
AM .0026
.00ZZ .0019 .0016
capacity
K20
.54
1.1
1.6
2.1
2.7
3.2
3.7
4-3
.013
.0066
.00"
.0033 .0026
.0022 .0019 .0016
Feeder -to per
W
.73
1.5
2.2
2.9
3.7
4.4
5.1
5.9
.047
.CZ
.016
.012 .0093
.0078 .0066 .0058
Finish head
P2M
.54
1.1
1.6
2.2
2.7
3.2
3.8
4.3
.063
.032
-021
.016 .013
.011 .0090 .0079
capacity
K20
.54
1.1
1.6
2.1
2.7
3.2
3.7
4.3
_0"
.032
.021
.016 .013
.011 .0091 .DOW
Gilt per
W
.73
1.5
2.2
2.9
3,7
4.4
5.1
5.9
.051
.025
.017
.013 .010
.0085 .0073 .0064
Developart head
P205
.54
1.1
1,6
2.2
2.7
3.2
3.8
4.3
.069
.035
.M
.017 .014
.012 .ODK .0087
capacity
K20
.54
1.1
1.6
2.1
2.7
3.2
3.7
4.3
.070
.035
.023
.017 .014
.012 .010 .0087
Boar per
M
1.5
2.9
4.4
5.9
7.3
3.8
10
12
.071.
.037
.025
.019 .015
.012 .011 .0093
Stud head
P205
1.1
2.2
3.2
4.3
5.4
6.5
7.6
8.6
.10
.050
.034
AZ .020
.077 .014 .013
capacity
K20
1.1
2.1
3.2
4.3
5.4
6.4
7.5
8.6
.10
.051
.034
.OS .020
.01T .015 .013
Farrow -to per
M
1.1
2-2
3.3
4.4
5.5
6.6
7.7
8.8
.11
.054
.036
.027 .021
.013 .015 .013
yeanting active
PZ05
.81
1.6
2.4
3.2
4.0
4.9
5.7
6.5
.15
.073
.049
.036 .029
.024 .021 .018
sow
KZO
.30
1.6
2.4
3.2
4.0
4.8
5.6
6.4
.15
.073
.L149
.037 .On
.024 .021 .018
Farrow -to per
4
1.1
2.2
3.3
4.4
5.5
6-6
7.7
8.8
.13
.065
.043
.032 .026
.0Z2 .018 .016
Feeder active
P205
.81
1.6
2.4
3.2
4.0
4.9
5-7
6.5
.18
.OW
.059
.044 .035
.029 .W .922
sow
K20
.80
1.6
2.4
3.2
4.0
4.8
5.6
6.4
.18
.GM
.059
.D" .035
.029 .04 071
r
FeFinisho
W
^ .11
+12 .0 0
active
P205
.54
1.1
1.6
2-2
2.7
3.2
3.8
4.3
-72
.36
.24
.18 .14
sow
c20
.54
1.1
1.6
2.1
2.7
3.2
3.7
4.3
.72
.36
-24
.18 .14
.12 .10
References: Dept$ of Biological i Agricultural Engineering, Soil Science, Crap Science; Worth Caroline St Univ; Jan 1990
" N fertilization rate should be consistent with realistic crop yield.
w teaching and denitrification and p205 snit isaaobilization unaccounted for-

Field Calibration Procedures for Animal Wastewater Application Equipment
CENTER PIVOT AND LINEAR MOVE IRRIGATION SYSTEMS
R.O. Evans and J.C. Barker
Information presented in manufacturers charts are based on average operating conditions for
relatively new equipment. Discharge rates and application rates change over time as
equipment gets older and components wear. Operating an irrigation system differently than
assumed in the design will alter the application rate, uniformity of coverage, and
subsequently the application uniformity. Operating with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of
nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will
reduce operating pressure. Operating below design pressure greatly reduces the coverage
diameter and application uniformity.
Irrigation equipment should be calibrated on a regular basis to ensure proper application rates
and uniformity. Calibration is a simple procedure involving collecting and measuring the
material being applied at several locations in the application area. Calibration helps ensure
that nutrients from animal waste are applied efficiently and at proper rates.
General Guidelines
The calibration of a center pivot and linear move irrigation systems involve setting out
collection containers, operating the system, measuring the amount of wastewater collected in
each container, then computing the average application volume and application uniformity.
An in -line flow meter installed in the main irrigation line provides an accurate and easy
method of computing average application volume for each irrigation cycle.
Any number of containers can be used to collect flow and determine the application rate.
Standard rain gauges work best and are recommended because they already have a graduated
scale from which to read the application amount without having to perform mathematical
conversions.
Pans, plastic buckets, jars, or anything with a uniform opening and cross section can be used
provided the container is deep enough to prevent splash (at least 4 inches deep), excessive
evaporation, and the liquid collected can be easily transferred to a scaled container for
measuring. All containers should be the same size and shape to simply application depth
computations.
All collection containers should be set up at the same height relative to the height of the
sprinkler discharge elevation (nozzle). The top of the container should be between 12 and 48
inches above the ground; but at least 36 inches below the sprinkler or nozzle discharge
elevation.

usually represent less than 10 percent of a typical sized system. If the system has only one
moving tower, place the first container 100 feet from the boss tower. Proceed to place
containers equally spaced to the end.
For lateral move systems, place containers throughout the entire length of the system.
Containers should be spaced no further apart than 1/2 the wetted diameter of rotary impact
sprinklers, 1/4 the diameter of gun sprinklers or 50 feet, whichever is less. A 20 to 25 foot
spacing is generally recommended which will result in 6 to 8 collection containers between
each set of towers. Collection containers should be placed such that they intercept discharge
from a range of lateral distances from the sprinkler (i.e., midpoint, quarter point, directly
under sprinkler, etc). This can be accomplished by selecting a catch can spacing different
from a multiple of the sprinkler spacing along the lateral.
Where end guns are used, the transect of collection containers should exceed past the throw
of the gun.
The system should be operated such that the minimum travel distance exceeds the wetted
diameter of throw for the catch can sprinkler closest to the boss tower. Application volumes
should be read as soon as the last gauges stop being wetted.
Calibration Procedures
1. Determine the wetted diameter of the sprinkler, gun or drop nozzle.
2. Determine the necessary spacing between collection gauges. The spacing should not
exceed 50 feet. Twenty five feet or less is generally recommended.
3. Determine the number of gauges required. Label gauges outward from the boss
tower.
4. Set out gauges along a transect as labeled and shown in Figure 1, equally- spaced at
the distance determined in item 2. The transect should be at least one/half sprinkler
wetted diameter from the sprinkler nearest the boss tower.
5. Operate the system for the time required for the sprinkler nearest the boss tower to
completely pass the collection containers. Record the time of operation (duration in
minutes) and distance traveled in feet at a reference point along the system. (Usually
the last tower.
6. Immediately record the amounts collected in each gauge. (Refer to Table 1 for an
example)
7. Add the amounts in #6 and divide by the number of gauges. This is the average
application volume (inches).
3

. Table 1 Example calibration data for a center pivot system operated with rotary impact
sprinklers and an end gun.
Date:
Land Owner
a. System specifications
Sprinkler rated diameter 60 ft
Gun wetted radius 120 ft
Sprinkler spacing along lateral 9 feet
Gun distance from boss tower 600, ft
Number of towers 3 Tower spacing 180 ft
Farm No.
b. Distance to first gauge 180 ft Spacing between collection containers 20 ft
C. calibration area length (ft)
Number of gauges = - -- _
gauge spacing (ft)
System length - distance tower one + end gun radius
gauge spacing (ft)
= 27 gauges
d. Start of Irrigation event 7:15 am
e. End of Irrigation event 8:30 am
f. Duration (e-d) 75 minutes
g. Travel distance (end tower) 415 feet
h. Operate the system and collect data
600 ft - 180 ft + 120 ft
20 ft
5

IRRIGATION SYSTEM CALIBRATION DATA SHEET FOR
CENTER Pf VOT AND LINEAR MOVE IRRIGATION SYSTEM
Date: Land Owner Farm No.
a. System specifications
Sprinkler rated diameter feet
Gun wetted radius feet
Sprinkler spacing along lateral feet
Gun distance from boss tower feet
Number of towers Tower spacing feet
b. Distance to first gauge ft Spacing between collection containers ft
C. calibration area length (ft)
Number of gauges = ----- - _
gauge spacing (ft)
System length - distance tower one + end gun radius
gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) minutes
g. Travel distance (end tower) feet
h. Operate the system and collect data

FRICTION LOSS CHARACTERISTICS
PVC CLASS 125 IPS PLASTIC PIPE
(1120, 1220) SDR 32.5 C = 150
PSI LOSS PER 100 FEET OF PIPE {PSII100 FT)
Sizes 3'/." thru 12"
Flow GPM 650 thru 6000
SIZE
3,50
4.00 5.00 6-00 8.00
10.00
12.00
SIZE
OD
4.000
4.500 6.563 6.625 8.625
10.750
12,750
OO
10
3.754
4.224 5.221 6.217 8.095
10.088
11,966
ID
WALL
0.123
0.138 0.171 0.204 0.265
0.331
0,392
WALL
THK
THK
Oa
y Ot
y O
m 1
L!J p
m LL
V7 C
m
CA p
m LL
L/] p
an d
V] o
an d
N cm
C d
La. L7
> u-
LL J
> 1L
a. J
> LL
LL J
> LL
Li J
�J LL.
LZ- J
>- LL
C� J
> Li.
C_ J
u- L.7
650
,18 81
'.1r1.05
14.86
6.23
9.72
2.22
6.86
0.95
4.04
0.26
2.60
0.09
1.85
0-04
650
700
16.00
7.14
10.47
2.55
7.38
1.09
4.35
0.30
2.80
0.10
1.99
0.05
700
750
17.15
8.12
11.22
2.89
7.91
1,24
4.66
0.34
3.00
0.12
2.13
0.05
750
800
18.29
9.15
11.97
3.25
8.44
1.39
4.98
D.39
3.20
0.73
2.27
0.06
800
850
1
19.43
110.23
12321
3.651
8.97
1.56
5.29
0.43
3.40
0.15
2.42
0.06
850
900
13.47
4.06
9.50
1.73
5.60
D.48
3.60
0.16
2.56
0.07
900
950
14.21
4.48
10.02
1.92
5.91
0.53
3.$O
0.78
2.70
0.08
950
1000
14.96
4.93
10.55
2.11
6.22
0.561
4.00
0.20
2.84
0.09
1000
1050
15.71
5.40
1 1.08
2.31
6.53
O.r>41
4.20
0.22
2.99
0.10
1050
17001
16.46
5.88
71.61
2.52
6.84
0.701
4.41
0.24
3.13
0.10
1100
1150
17.21
6.39
12.13
2,73
7.16
0,76
4.61
0.26
3.27
0.11
1150
1200
17.96
6.91
12.66
2.96
7.47
0.82
4.18
0.28
3.41
OA2
1200
1250
18.70
7.45
13.19
3.19
7.78
0.88
5.01
0.30
3.56
0.13
1250
1300
19.45
8.02
13.72
3.43
' 8.09
0.95
5.21
0.33
3.70
0.14
1300
1350
14.25
3.68
8.40
1.02
5.41
0.35
3.84
0.15
1350
1400
14.77
3.93
8.71
1.09
5.61
0.37
2.98
0.16
1400
1450
15.30
4.20
9.02
1.76
5.81
0.40
4.13
0.17
1450
1500
15.83
4.47
9.33
1.24
6.01
0.42
4.27
0.18
1500
1550
16.36
4.75
9.65
1.31
6.21
0.45
4.41
0.20
1550
1600
16.88
5.04
9.96
1.39
6,41
0,48
4.55
0.21
1600
1650
17.41
5.33
10.27
1.48
6.61
0.51
4.70
0.22
1650
1700
17.94
5.63
10.58
1.56
6.81
0.53
4.84
0.23
1700
1750
18,47
5.94
10.89
1.65
7.01
0.56
4.98
0.25
1750
1800
19.00
6.25
11.20
1.73
7.21
0.59
5.12
0.26
1800
1850
19.52
6.59
1 1.51
1.82
7.41
0.63
5.27
0.27
1850
1900
11.82
1.92
7.61
0.66
5.41
0.29
1900
1950
12.14
2.01
7.81
0.69
5.55
0.30
1950
2000
12.45
2.11
8.01
0.72
5.69
0.31
2000
2100
13.07
2.31
8.41
0.79
5.98
0.34
2100
2200
13.69
2.51
8.82
0.86
6.26
0.38
2200
2300
14.32
2.73
9.22
0.94
6.55
0.41
2300
2400
14.94
2.95
9.62
1.01
6.83
0.44
2400
2500
15.56
3.19
10.02
1.09
7-12
0.48
2500
2640
16.18
3.43
10.42
1.17
7.40
0.51
2600
2700
16.81
3.67
10.82
1.26
7.69
0.55
2700
2800
17.43
3.93
11.22
1.35
7.97
0.59
2800
2900
18.05
4.19
11.62
1.44
B.26
0.63
2900
3000
18,67
4.47
12.02
1.53
8.5
-0.67
3000
3100
1920
4.74
12.42
1.53
8.83
0.71
3100
3200
119.92
5.03
12.821
1.72
9.11
0.75
3200
3300
13.23
1.83
9.40
0.80
3300
3400
13.63
1.93
9.68
0.84
3400
3500
14.03
2.04
9.97
0,89
3500
3600
14.43
2.14
10.25
0.93
3600
3700
14.83
2.26
10.54
0.98
3700
3800
15.23
2.37
10.82
1.03
3800
3900
15.63
2.49
11 .1 1
7.08
3900
4000
16.03
2.61
t 1.39
1.14
4000
4100
16.43
2.73
11.68
1.19
4100
4200
16.83
2.85
11.96
1.24
4200
4300
17.33
2.98
12.25
1.30
4300
4400
17.64
3.11
12.53
1.36
4400
4500
18.o4
3.24
12.82
1.41
4500
4600
18.44
3.38
13.10
1.47
4600
4700
18.84
3.51
13.39
1.53
4700
4800
19.24
3.65
13.67
1.59
4300
4900
19.64
3.80
13.96
1.65
4900
5000
i4.24
1.725
5000
Note: Shaded areas of chart indicate velocities over 5' per second. Use with Caution.

• 0
n=MM6
mmJ
Example of different arrangements for, thrust blocks.
I/ L

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
-----------RECEIVED
JUN 19 1997
TABLE OF CONTENTS FAYErMVILLE
REG. OFFICE
ITEM PAGE
Lagoon Design Check List ...............................................
Design Sumniary .....................................................
LagoonDesign ......................................................
Residential Distance Variance .................................. ' ....... Soil Investigation .................................. I ... A ........ ....
Hazard Classification Data Sheet for Dams .....................................
Operation and Maintenance Plan ......................... ..................
Construction Specifications for Lagoons .......................................
Seeding Specifications ........................................... ......
Plan for Lagoon .......................................................
Typical Cross -Section of Lagoon ...........................................
Plan of Excavated Waste Storage Pit ................................ .......
Volume Calculations ............. ....... .............................
Waste Utilization Plan ..................................................
Waste Managernent Facility Site Evaluation .....................................
Maps.............................................................
A. Topo Map
13. Soils Map
C. Flood Plain Map
D. ASCS Map
C'n

CHECKED BY: „"'�•
DATE:
LAGOON DESIGN CHECK LIST
114' I. Copy of 026 and maps if clearing involved.
2. Dam safety -
a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3. Adequacy of storage volumes -
a. designed volume exceeds needs
b, all temporary storage stored above seasonal high watertable
C. include statement from landowner when he requests no sludge storage
d. minimum 6 feet treatment volume depth
4. Operation & Nlaintenance Plan (sheet) -
a. begin and end pump -out elevations
5. Location sketch -
a. distances to nearest residence
b. road numbers
C. north arrow
/ 6. Hazard Classification Sheet (NC-ENG-34) -
/ a. distance to nearest stream in event of dike failure
f b. distance to nearest public road in event of failure
!� C. topo trap showing lagoon location and information to support a&b
/ 7. Waste Utilization Plan
a. show all tracts & field numbers, field acreage, crops
/ b. signatures of producer & person preparing plan
C. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d. ASCS ;naps of fields to be used for effluent disposal
e. soil survey sheets showing all fields
f. check suitability of soils for crops planned
g. include attachment 'B" on sampling procedure
8. Soil Investigation Sheet (SCS-ENG-538)
a. minimum of three borings on Class 1V & V lagoons
�r b. borings 2.0' below designed bottom of lagoon
C. location & elevation of borings in relation to grid survey
d. seasonal high watertable
9. Seeding specifications included (lagoon dike and other exposed areas around buildings)

r
10.
Construction Specifications (sheet included)
' ' l
a.
need for cut-off trench addressed
/
b.
need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
C.
protection of liner during initial filling and near flush pipes addressed
11.
Grid
Sheet (original or ledgable copy)
a.
gridded area Iarge enough to include embanlmnent slopes and surface water
diversions
b.
location & dimensions of lagoon & buildings shown (lagoon' inside top
measurements shown and lagoon corners identified by grid stations)
C.
surface water removal (pipes, outlets, etc) shown
✓ f
d.
soil borings location show
e.
TBM location & elevation shown
/
f.
existing utilities located (if applicable)
12.
Typical cross-section included
a.
dike elevation & top width shown
b.
lagoon bottom elevation shown
C.
side slopes shown
d.
efrluent outlet pipe invert elevation shown
e.
building pads - elevation & grade shown
/
f.
cut-off trench shown - if required
g.
liner shown - if required
13.
Volume Computations
a.
excavation
/
b.
dike fill
C.
pad fill
14.
Summary Sheet
a.
design requirements
b.
excavation volume
C.
fill volumes
d.
cut-fiII ratio
e.
job class
15. Location of subsurface drainage (if present)
16. Presence of utilities addressed
17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional limits of municipalities

Operator:Dogwood S-2 County: Sampson
Date: 05/14/97
Has the site evaluation been completed & approved: yes
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs.
0
lbs
0
sows
(farrow to
feeder)
x 522
lbs.
= 0
lbs
0
head
(finishing
only)
x 135
lbs.
= 0
lbs
3400
saws
(farrow to
wean)
x 433
lbs.
- 1472200
lbs
0
head
(wean to feeder)
x 30
lbs.
- 0
lbs
Describe other :
0
lbs
Total Average Live Weight = 1472200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 986374 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 251600.0 cubic feet
4. TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet)--------------------- 850.0
Inside top width (feet)----------------------- 350.0
Top of dike elevation (feet)----------------- 53.70
Bottom of lagoon elevation (feet)------------ 41.70
Freeboard (feet)------------------------------ 1.00
Emergency spillway depth of flow(feet)------- 0.30
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 842.2 342.2 10.70
AREA OF TOP
LENGTH * WIDTH =
842.2 342.2
AREA OF BOTTOM
LENGTH * WIDTH
778.0 278.0
288201 (AREA OF TOP)
216284 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
810.1 310.1 1004848 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
288201 1004848 216284 1.78
Total Designed Volume Available = 2691644 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
850.0 350.0 0.0
297500.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 297500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1472200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2689219 gals. or 359521.2 cubic feet
5B. Volume of excess water
Volume = 9870.1 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 237515.1 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall - 8.4 inches
Volume = 8.4 in * DA / 12 in. per ft. = 207258 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 207258 cubic feet

5D. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 347083 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 359521 cubic feet
5B. 237515 cubic feet
5C. 207258 cubic feet
5D. 347083 cubic feet
5E. 0 cubic feet
TOTAL 1151378 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall during wettest period of storage===>
8.4
inches`
Evaporation during storage period===========>
0.0
inches j
25 year - 24 hour rainfall==================>
7.0
inches
Heavy rain---------------------------------->
7.0
inches
Freeboard===================================>
1.00
feet
Side slopes==-===-----======---------------->
3.0
: 1
Inside top length___________________________>
850.0
feet
Inside top width============================>
350.0
feet
Emergency spillway elevation(if planned)====>
52.40
feet
Top of dike elevation=======================>
53.70
feet
Bottom of lagoon elevation==================>
41.70
feet
Top of sludge elevation=====================>
42.90
feet
Total required volume=======================>
2389352
cu. ft.
Actual design volume========================>
2691644
cu. ft.
Seasonal high watertable elevation (SHWT)===>
47.40
feet
Stop pumping elev.===_______________________>
47.40
feet
Must be > or = to the SHWT elev.==========>
47.40
feet
Must be > or = to min. req. treatment el.=>
47.70
feet
Min. Required treatment volume==============>
986374
cu. ft.
Volume at stop pumping elevation============>
1073846
cu. ft.
Start pumping elev.===______________________>
51.10
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainfall====>
2344560
cu. ft.
Volume at start pumping elevation===========>
2322961
cu. ft.
Required volume to be pumped================>
804295
cu. ft.
Actual volume planned to be pumped==========>
984992
cu. ft.
Min. thickness of soil liner when required==>
1.6
feet
7. DESIGNED BY:
APPROVED BY:
DATE: DATE:

7. DESIGNED BY:
j
DATE:
COMMENTS:
SE AL
16415
DORY S_..••`�
APPROVED BY: L4f
DATE: s11-319 7
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on
pre -construction site and soils investigations. Dogwood Farms, Inc. technical specialist is responsible
for excavation and fill calculations and for nutrient management plan. Engineer shall be notified of
any changes and/or site discrepancies found during construction before proceeding. Dogwood Farms
is responsible for site layout, and shall verify all required setbacks and absence of subsurface file
drains. Dogwood Famrs personnel is responsible for contacting engineer for construction inspections
as necessary to confirm quality of liner materials and construction_ Engineer will conduct final
inspection upon notification, and shall determine the requirements for permeability testing (quantity
and location).
OTHER SITE -SPECIFIC NOTES:
it k .
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V% }ILO
1
SGS ENG-S]9 U: S: DEPARTMENT OF, AGRICULTURE
Raw. 5.n ! r, .f VtL CONSERVATION SERVICE
i .�
SOIL- INVESTIGATION TO. -DETERMINE SUITABILITY OF PROPOSED; POND SITE
6AILI /WORKETM
/, r
WOODLAND-/ No,f
SKrrCH OF f f / POND SHOWFNG�BORINGS'
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BORING NUMBER AND PROFILE
ta
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dry1,, sek-11 " v

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
-' ► `" " -UNIFIED CLASS7PICRTION
T . -USDA' CLASSIFICATION - =
GW_- Well graded'gravels;"grovel,sand
`C.: 7ifiaVel' �t_"'i...
GM - Silty gravels; gravel-sand-silt'miz
vfs-very find sand' _
-GC —Clayey gravels; gravel:sand-clay mix ,
-sI=sandy loam' = T
SW -Well graded sands; send-grq;v Lmix.,.__. T w
fsi=fine.saiidy*.loam,
SP - Poorly graded sans
SMs-ilty sand•
gi-gravelly loam
SC-Clayey.sands;-sand-clay. mitttures
ML -Silts; silty, v..finesands; saaay_orclayey,silt - '
sil -silt loam
CL-Clays of, low Ao medium plasticity, __.
:al=clay loam'
C.H-li or_taic elays'd-high plssiicity'= "'
sicl•-silty clay loam
MH-Elastic silts . �' !. 'l' - ;
- scl'=saady day Ioam-
. OL-Organic'silts.and silty clays, low plasticity.: _
. sic 'silty clay __� _ _ •"
Oft -Organic clays, mLldium-tb high plasticity
�M
c -clay
1. Suitable inaterW for-einhankmemt is available Yes Q No liedtceu ... r«ouo on rrr. a.
rr_ or s•--
---2. • Explain hazards ieguiring special attention is design . (sue sv. ..md...ecr
s®+ St C- ►s -t,+t� j-} W ► �� /� .��re Xf11-c;, F
G&NEsrir. REM,iRM: - -- -
24 25j2bj2!j_2Sj'2§t30jj.A1
132jj
331134
j,35
� ,36
,37. 1118
39.140
-61.1142
43
44.,
45
_46
47
161150q5l
r48
�
+
I

/.46�o0Aj
HAZARD CLASSIFICATION DATA SHEET FOR DAM -
Landowner w �aecf rcLl..,,s _.., .�.�,. County S°""...e
F.sfm=ed Depth of water to Top of t( — R. Length of Flood Pooi 85-0 Ft.
Date of Field Hazard Investigation 3 1A/9 7 _
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure_
ESI_ El ESt. F1e 1,
Kind of :Immovemems: of Breach
+
Reach
Above F_codwale. Above
Food : !ain F"ccd ?!?ir
I
2 `
3 '
Describe potential for foss of Iife and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endaiwe life nor cause sianifiicant
damage to buildings. agricultural land._ or iublic roadways._ The structure is anprazimately -?aof—
feet from (Yn,,s L,«k. �, ;_bw 1 and aoprotimately ( �F400 )feet from SR
Hazard Classification of Dam 0 B, Q (see INEIM-Part 520.21) R
MRCS Darn Classification {I. II, III, N, 0 --V:^
BY—,' ... -• Date .� 11319;

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
A-- ------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year_ The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
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 set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 precharging 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 temporary storage pump -out of the lagoon when fluid level
reaches the elevation 51.10 as marked by permanent marker. Stop pump -
out when the fluid 'level reaches elevation 47.40 . This temporary
storage less 25 yr and heavy rain contains 984992 cubic feet or
7367738 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

Dogwood Farms
3/13/97
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall bE
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbi0
Satisfactory disposition will be trade of all debris. The topsoil fron
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of a►aterial such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed S
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot'
or tamping roller. Compaction of the fill material shall be in accorc
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the require
excavations. Construction of fill heights shall include 5 percent foz
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the N[
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
Page 1 of 4

Dogwood Farms 3/13/97
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE ### ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfillec
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneade
in the hand it will form a ball which does not readily separate. Wate
shall be added to borrow as necessary to insure proper moisture conter
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted lines
The sequence of equipment use and the routing of equipment in an estak
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rock!
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant
When these are specified, additional construction specifications are
included with this Construction Specification.
Page 2 of 4

Dogwood Faxmss 3/13/97
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seede
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be place
on areas of the dike and pad to be seeded. Temporary seeding or mulct
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soor
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operationf
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATIC
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
Page 3 of 4

DO9YsfQ*H suRANCE 3/13/97
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.
Page 4�&4

Dogwood Faxaas 3/13/97
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED 0.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO .TUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
0.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
0.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
0.0 BALES OF SMALL GRAIN STRAW (100 BALEVACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING 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 BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
Page 1 of 1

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CONFINEMENT sLDO,
TYPICAL VIEW OF ONE.STAGE LAGOON SYSTEM
TOP WID'm ! 1:`,0
i
PIT
i
IIIGIi END PAD EIiEVkVION:
LOW END PAD ELEVATION:. S�.o
PIPE
SUPPORT ADEQUATELY
VOLUME ESTIMATES
EXCAVATION
i
Lagoon
FILL
Dike
+53 4 `t1
Pad
4
Taal Fill
CUT/FILL RATIO'
NOTES-. j
f� f- Pi If nPcd
f �.
4 e1'1Cn: �P eta. IArr, a SP.
PIPE INVERT ELEVATION S �, I
DEPTH AT
I START PUMPING
I I ��• 1
it
, I
La
B0T`I'OM ELEVATION elf
SETTLED TOP ELEVATION S .�
INSIDE SIDE SLOPES
OUTSIDE SIDE SLOPES
I PLACE IUP-RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL AT PIPET OUTLETS TO PREVENT EROSION OF CLAY LINER.

• DQCwQQD FARMS_ INC-
Clinton, n North Carolina
Furor W2E
P AN OF EXCAVATED TOP LAGOON
Name .4 W P1.,,�-� �— Z Date
-County- Sc+ �vv, pgo�.
Address -
3
7'7S1 —
Use of facility ,4 06- � Sl w Vea a)
Capacity 3(Gb Gallons
Soil Type
Bench Mark Description Tolo eP L a l 50 .v Q �./ 4 eq n
(( :V� 7- T +- e
Bottom
Normal Liquid Level
Storage for Normal Precip_
Maximum Liquid -Level
25 Year Storm Storage
Crest ESW
Maximum Flow Depth
Freeboard
Top of dam
T.B.M.
SUMMARY
EIev_ 141.7
Elev. 4 4, 7
(+)
. t •
In.
Elev.
N
-T(.
'7. 0
In,
Elev_
(+)
53 Lf
q.
--
Ft.
Ft.
Elev.
Elev.
S3.7
Sd .a

Clinton. North Carolina
Form i4_20
Name: .S— e-'
Lagodn'# 1
No. of Shots (Elev.)
ys a
Sum of Shots
Average Ground. Elev. '
ft.
y
Top of Dike
5 3
Bottom of Lagoon
-H -�
- SHWT
toy
ft.
Length of Top
.1950
ft.
Width..of Top
) 5a
ft.
Area of Top at Elev. c� -�
sq. ft.
Area at Average Ground Elev. 1ITI?
sq. ft.
VI 1 1 Z $
Area of Mid -Section at Elev. �, (Center of Cut)
sq. ft.
?.4 is g
Area of Bottom of Elev.
sq. ft.
-- �7d ,r 7-1Z
r z
Depth of Cut
ft.
Dirt Removed (Cubic Feet)
_cu. ft.
Total Excavation (Cubic Yards)
yds.
�5 ,qcu.
Under -cut ' - " Thick on Bottom c Slopes
Bottom of Lagoon x ') x
cu. ft.
Side Slopes - East & West (_' x ') x ' x _ Slopes
cu. ft.
Side Slopes - North & South ( ' x _') x �' x _ Slopes
cu. ft.
Excavation (Cubic Feet)
cu. ft.
Total (Cubic Yards)
cu. yds.
Total Excavation (Lagoon & Under -cut)
cu. yds.
NOTE: Clay Liner will be figured extra: Total Clay
cu. yds.
*Clay Liner will have to be figured at time of excavation due to availability of clay on site.
Zs4, Ito,
/✓vfe = Aerc Lj(A be areas t4wf LI; f ( npeo( f¢ be under c"fi.

BQGWQQD FARM45_ EEC
.T int North Carolina
Form 1119
Name! 5 ` Z
Pad & Dike # !
IDISt4:!
Dike Elev.
Area of Dike. y! LN
3 So
sq. ft.
Number of Elev. Shots'
Z `l
Sum of Elev. Shots
Average' Groun l lev.
'ft.
p
Depth ofFii �V
ft_
5
Cubic Feet of Fill
cu. ft.
Cubic Yards of Fill
cu. yds.
I to 1 Ratio Added
P
cu. yds.
NEW
Area of Pad %,ia x 7u
O
sq, ft.
Pad Elev.
SH.['
Average Ground Elev,
SD, Y
ft.
Depth of Fill
I
ft.
3,67
Sum of Elev. Shots
3ozs�
Number of Elev. Shots
�Q
Cubic Feet of Fill
cu. ft.
Cubic Yards of Fill
cu. yds.
dZ
1.1 to 1 Ratio
cu. yds.
Total Fill (excluding Clay Liner)
cu. yds.
93
�4r,-r may
�e,lcr+cc .
�f a S(��ht 5l;��tu5r v� o�ir-f, • ��d>~•��t a��aS 5f+�� accounf;
r

ANIMAL WASTE UTILIZATION PLAN
Producer: Dogwood Farms Inc.
Location: P.O. Box
Clinton NC 28329
Telephone: [phone]
Type Operation: New Farrow to Weanling Swine
Number of Animals: 3400.00 sows
(Design capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3_ Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Dither of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 1.5A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3400 sows x 6.1 tons waste/saws/year = 20740 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3400 sows x 5.4 lbs PAN/sows/year = 18360 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
10051
1
GoA
BP
4.9
245
25
6125
I
MAR-OCT
10051
1-1
SG
1
1
I
150 1
125
11250
SEP-MAY
10051
1
BP
4.5
5
IFo
I
I
122S 1
11125
MAR-OCT
10051
--1
SG
1
5
1
I
ISO 1
1250
SEP-MAY
10051
1
BP
4.5
5
IFa]3
I
I
1225 1
11125
MAR-OCT
10051
SG
1
5
I
150 1
1250
SEP-MAY
10051
1
BP
4.1
5
ILn
I
I
1205
11025
MAR-OCT
10051
SG
5
I
Il
150 1
1250
SEP-MAY
10051
1
BP
3.4
4.5
IRa
II
I
1170 1
1782
MAR-OCT
10051
SG
1
I
I
150 1
r.6
1230
SEP-MAY
7253
1
BP
4.9
2695
IGoA.
I
1245 1
Ill
MAR-OCT
7253
Isc.
I
Il
150
Ill
1550
SEP-MAY
7253
1
BP
4.5
225
7
�FaB
Ii
I
I
I
11575
MAR-OCT
7253
ISG
1
150 1
17
1350
Page: 3

ANIMAL WASTE UTILIZATION PLAN
II
ISEP-MAY
7253
1
BP
4.1
205
jLn
I
110.3T
12255
MAR-OCT
7253
�l
SG
1
50
11
550
I
ISEP-MAY
7253
2
BP
4.1
205
jLn
I
I
1 1.6
1123
MAR-OCT
7253
SG
1-2
1
I
1-1
150
1 1.6
130
SEP-MAY
7253
2
BP
4.6
jNoB
I
I
1230
1 1.7
1161
MAR-OCT
7253
SG
1
1-2
1
I
150
1.7
135
SEP-MAY
END
I
TOTAL120736
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
whale 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.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
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 maturity, 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 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
time small grain is planted in the fail.
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.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BP
SG
HYBRID BERMUDAGRASS-PASTURE
SMALL GRAIN OVERSEEDED
TONS
AC
50
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
74.2
20736
0
0
74.2
20736
* BALANCE
-2376
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 2992 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 14960
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 49.8666666667 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 119.68 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
I
Tract l Field l Soil Type
i 1
10051 l 1 l GoA
1
10051 i 1 j Ra
1 1
10051 I 1 l FaB
10051 1 1
10051
�1
10051
l �1
10051
I
�l
10051 1 -1
Fo
l Ln
I
1
(Application
RatelApplic. Amount
l crop
l (in/hr)
l (inches)
BP
1 0.50
i *1.30
1
l BP
1
I 0.40
l *1.30
l BP
l 0.40
l *1.30
I
BP
i
I
0.50
I
*0.95
I
l BP
I 0.50
j *1.30
SG
I
I
SG
I
i SG
I
1
SG
I
1
SG
I
I
Page: 8

ANIMAL WASTE UTILIZATION PLAN
-1
1
I BP
1
1
*1.30
7253
-1
1 1 1 Ln
I
f 0.50
7253
I
1 GoA
I
I
f
I *1.30
BP
I 0.50
7253
f
11 I FaB
I
I *1.30
I BP
0.40
7253
1 2 f Ln
I *1.30
I BP
I 0.50
7253
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I
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1 BP
1 0.50
I
I
7253
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7253
1
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1
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7253
1
7253
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7253
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* This is the maximum
application
amount allowed
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assuming the amount
of nitrogen
allowed for the
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situations, the application
amount shown cannot
be applied because
of the nitrogen limitation.
The maximum
application amount
shown can be
applied under
optimum soil
conditions.
Page: 9

ANIMAL WASTE UTILIZATION PLAN
Your facility is designed for 160.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Dogwood Farms S-2 will be using a center pivot irrigation system.
Application rate changes will be very hard to manage with the center pivot.
Therefore the application rates must be applied at the rate to the most
limiting soil. This is the only way not to over apply nitrogen with this
system. Buffers to waters of the state have been applied and there is more
than enough land under the pivot to handle the waste from this farm. The pivot
that will be used is already on site and there will have to be some changes
made to the system. Bob Sellars with Canduit will be making the necessary
changes to the pivot_
Bryan C. Spell
Page: 10

WASTE UTILIZATION FLAN
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 the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. when applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
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.
Page: 11

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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 13

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:Dogwood Farms S-2
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked_ I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on --site at the farm office
and at the office of the local soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: Dogwood Farms Inc.
(Please print) QQ
Signature: Date:
Name of Manager (If different from owner)
Signature: Qa4 Date:
Name of Person Prepari Plan: (Please print) —'
Affiliation: C s����
h I [yam) 5Rx- zlvy
+SDcJ� �
Address (Agency): Fate^S me
pa.o,c kq
Signature: j Date:
Page: 14

ANIMAL WASTE UTILIZATION PLAN
I,
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
, hereby give
permission to apply animal waste from his Waste Utilization System
on acres of my land for the duration of time shown below.
The field(s) on which waste can be applied are shown on the
attached map.
I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Date:
Date:
Date:
Date:
Term of Agreement: 119 to
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)
Page: 15

ANIMAL WASTE UTILIZATION PLAN
STATE OF NORTH CAROLINA
COUNTY OF
I, , a Notary
Public of said County, do hereby certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this
. 19
My commission expires
(SEAL)
day of
Notary Public.
Page: 16

ANIMAL WASTE UTILIZATION PLAN
I,
Waste Utilization - Third -Party Receiver Agreement
hereby agree to apply waste
generated by in a manner that meets the
Waste Utilization Standard (633), or use an alternative waste
utilization system that has been accepted in writing by the
Division of Water Quality.
Third Party Receiver:
Term of Agreement:
(Minimum Ten Years on Cost -Shared Items)
STATE OF NORTH CAROLINA
COUNTY OF
I,
Public of said County, do hereby certify that
Date:
to
a Notary
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
(SEAL)
Notary Public.
Page: 17

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• DOGWOOD FARMS, WC.
.P.O. BOX 49
CLINTON, NC 28329
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION _.__ ....
Name Do
IV 4 83z1
Telephone 91D -S9 2 — z/o¢
LOCATION DATA
Location S / 72.5
Su,..,�5 ► — ,Go .
Size of Operation 340 v Fir,• c.� 4
Distance from nearest residence not owned by producer �.Zuoc ' FT.
Distance from nearest public facility (school, church, etc.) 7 ZSo°' FT.
Is site within 100- Year Flood Plain? YES NO ✓
If yes, site must be relocated.
Is site at least 100 FT. from a `BLUE LINE" Perennial stream? YES NO
If no, site must be relocated,
Is site within I mile zoning jurisdiction of a municipality? YES NO
If yes, landowner should consult with the local zoning
board about permits. Permits must be obtained prior to
design approval.
Are utilities in construction area? YES ✓ NO
If yes, see Part 503 of the National Engineering Manual
and follow policy. (Copies of maps or other reference %toe
materials may be attached to site evaluation.) Se-r-v� r_e.s 4, k t_
WETLANDS
Will site involve clearing woodland or any non -cropland? YES NO ✓
If yes, producer must complete Form NRCS-CPA-38
(Request for Certified Wetland Determination/DeIineation).
Will action result in Swampbusting? YES NO

*If wetlands are involved, it is the responsibility of the producer to contact the US Army Corp of Engineers
and the DEHNR Division of Water Quality to determine if permits are required. If wetlands are involved,
the producer should not clear any land until a Wetland Delineation is made.
ODOR CONTROL
Has Odor Control been discussed with producer:
• Predominant wind direction? YES NO
• Precharging lagoon with fresh water to at least '/z of the capacity? YES NO
• Using good sound judgment in land application of waste? YES NO
OTHER ENVIRONMENTAL FACTORS
Is Endangered and/or threatened species habitat present? YES NO V
Is a DESIGNATED NATURAL SCENIC AREA included in the planning
area or will planned actions impact on an adjacent Natural Scenic Area? YES NO
Is an Archeological Historical site located in the planned area? YES NO ✓
Are there Prime, Unique, State or Locally important farm lands in the
operating unit? YES NO
Will the action result in sodbusting YES NO `I
WASTE MANAGEMENT
Does producer own enough land to properly land apply all waste including
sludge, although sludge may only be applied infrequently? YES V/ NO
If no, does producer have access to more land? YES NO
If land is not owned by the producer, can the producer get agreement on
land on which to apply waste. YES NO.
(Attach Waste Utilization Plan to site evaluation)

SOIL INVESTIGATION- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
Is soil suitable for lagoon? YES NO
Is a liner required? YES t/ NO
Type of Liner to be used: CLAY ✓ BENTONITE SYNTHETIC
If clay liner is to be used, is suitable clay available on site? YES NO
c r`�
If clay finer is not available on site, does landowner have access
to clay? YES NO
Is a core trench required? YES—Z NO
Is subsurface drain tile present? YES NO
� ;I
SITE APPROVED YES NO CONDITIONAL
COMMENTS L e r lam., s �✓ a .. S cti �� •`�.`
o ��e� rsti�
This site investigation is valid for twelve months from the date shown below. If construction has not been
started within twelve months, a new site investigation will be required.
Signature —IC, �.��,�c ��• Date $

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environmenl and Natural Resources
April 9, 2003
Premium Standard Farms of North Carolina, Inc.
S-2
PO Box 349
Clinton NC 28329
Alan W. Klimek, P. E., Director
Division of Water C luality
Subject: Certificate of Coverage No. NCA282703
S-2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Premium Standard Farms of North Carolina, Inc.:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on February 18, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Premium Standard Farms of North Carolina, Inc., authorizing
the operation of the subject animal waste collection, treatment, storage and land application system in
accordance with NPDES General Permit NCA200000. The issuance of this COC supercedes and
terminates your COC Number AWS820703 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the S-2, located in Sampson County, with an animal capacity of no greater than an
annual average of 3400 Farrow to Wean swine and the application to land as specified in the facility's
Certified Animal Waste Management Plan (CAWN P). If this is a Farrow to Wean or Farrow to Feeder
operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts
for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keepin
and monitoring conditions in this permit The Devices to Automatically_5top Irrigation Events Form
must be returned to the Division of Water Ouality no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by no later than March 1st of each year.
Non -Discharge Permitting Unit
1817 Mail Service Center, Raleigh, NC 276WIS17
Customer Service Cenlef
An Equal Opportunity Action Employer
NCDE Nit
Internet http:/lh2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone 1 BW 623-7748
50°% recycled/10% post -consumer paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary_ Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.5C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration_
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
lzde /—
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File NCA282703
Permit File AWS820703
NDPU Files

AN Y[AL WASTE UTILIZATION PLAN
Producer: Dogwood Fa=ms Inc. � w
Location: P.O. Box 49
Clinton NC 28329
Telenhone: 910-592-2104
Type Operation: New Farrow to Weanling Swine
Nvaher of Ana.ma? s : 3400.00 sows
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The Want nutrients in the animal waste should be used
to reduce the aFYoult. or coiilTi'te_ciai fertilizer ,a-uired 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. nnual soil
tests are strongly encouraged so that all i plant nutrients can be
balanced for realistic yields of the crop to he grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
er:
''_.- Always apply waste based on the heeds of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Scii types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
-a.v a i! bl e waseY holding capacities.
Normally waste shall be applied ied to land er9ding at Lass h n
5 Ions per acre pe- year, - _ writ._ may be applied to land
- e cding w_ _ or lore tolls per acre annually. yr but less t! tan
10 tons per acre pe_ yea_ _ rov_d____, that adequate filter
strins ..r•e estab s eG.
4. Do not apply waste on saturated soils, when ..._. G- ,_—�.. --
cr ear the surface Either of tr?esel� jf'�ons'Vt=L7
-r
mav result in '_ono__ r_ surface waters which is 'oT a?"f-oW
under D'a4Q _ egul atis ns . # FEB 18
h.OKI-DrSCHARGE PER1,41TTING
lag =: 1

ANIMAL WASTE UTILIZATION PLAN
. Wind conditions should also be considered Co avoid drift -and .
downwind Odor problems. "'`�•i
6 _ TO maximize the value of the nutrients for Crop production
and to reduce the potential fcr pollution, the-waste should
he an_nlied to a growing crop or applied not more than 30
days prior to -planting a crop Or forages 'wreaking dormancy, --
injecting the waste or disking will conserve nutrients and. ..-�._
reduce Odor problems.
This ✓! an is .;lased on the Waste anclication method shown above. It
you choose to change methods in ti7e future, you heed to revise this
Wan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to annly the animal waste is based on
typical n trienz 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 wane to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing Waste analysis Content and crop type -
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets t._^_e _ eau rements
for lia with x r i adopted the n' i
_ CQmt _. c_ wit fir_ NC__C � _ _ 02 % ad0 L- .rJY t .. ;���i%irDTlm2__ta_
Management Commission. -
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tans, etc_)
3400 sows x 6.1 tars waste/sows/year = 20740 tons
AMOUNT OF PLAN?' AVA_ZLABLE NITROGEN (PAN) PRODUCED PER Y—EAR
3400 sows x 5-4 lbs PAN/sows/year = ? B360 lbs. PAN/year
Applying the above amount of waste is a big
_job. You should plan time
and have. appropriate equipment to apply the waste in a timely
mara er-
ihe =r__CYing acreage will � be needed _�_ waste apDIl�.tiCGSsd '
on
the crop tc be grown, soil type and surface application,
page. �.

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ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(ACreemenz wish adjacent landowners must be at ' ched.
(Re.aquired only if Operator does not own adequate land.
See real -red specification 2.)
_R. CT
FIELD
SOIL TYPE A CLASS-
CROP
YIELD
ES
COMM N
* LEE
DETERMINING PHAEE
CODE
AW N
PER
ACES
AN N
PER AC
AC
USED
-----
or
-------
APPLY
E S ID .
APPLiC
MET__-
N
TIME
END
TOTAL 10
indicates that this field is being Overseeded (i.e. i ntarpl anted) or
winter annuals follow sunmer annuals.
xx Acreage figures may exceed total acreage in fields dike to
overseeding .
't lbs AW N (animal Waste nitrogen) equals total required nitrogen
less alit/ commercial _-_uroae = (COMM N) Sunzli ed .
The following legend explains the crop Codes used in tables ? and 2 abovE :
CROP CODS
CROP
UNITS
PER UNIT
I.2
C
COIN
RUS EW
S_
SOYEE tiS
PUS17LS
"-
W
WHEAT
SUSrELS
2.4
-'O T - FROM TASLES i AND
ACRES I LIS Kw N QSED
TA2LE 1 1 114.4 1 24450.52
Page: 4

A
tf]
ut
i

ANINAL WASTE UTILIZATION PLAN
This -umber ie1L'st he less than or equal to 0 in order to fully
utilize the ...___iial waste N produced. -
Acres shown in each of the preceding tables are considered to he the
usable acres excluding required buffers, filter strips along ditches
odd areas unable to be irrigated, and marimeter areas not receiving
full application rates due to eduipmeni lim tat:ions . Actual total
acres M the fields listed may, and most likely Will be., more than the
acres shown in the tables.
See attached map showing the fields to be used for the .utilization of
animal Waste.
S:t =GE APPLICATION:
The Waste utilization plan must contain provisions for periodic land
appllcacion of sludge at agronomic rates. The sludge will be nutrient
ri Ch and Will require precautionary measures to prevent over application
of nutrients or other e! emei is . Your production facility will produce
approximately 2992 pounds of plant available nitrogen per year in the
sludge -
if you remove the sludge every 5 years. you will have approximately 14960
pounds of PAN to '.utilize. Assuming you apply this PAN to hybrid
4er:nurva grass hay l and at the rate of 300 uoiu_nd's o_ __--roger per acre, you
will read 49.8666666667 acres of land. if you: .apply the sludge to Corn at
the rate of 125 mounds of nitrogen per acre, you Will need 1I9 . 68 acres
of land. Please be aware that these are oniv_ estimates of the PAN and
land needed. AL y.a l requirements could d vary by 25 a depending on your
sludge Waste analysis, soil types, realistic yield's, and application
methods _
APPLI CATION C_ WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate
sotl at the time Of ___ i at_on such that runoff or _ponding occurs.
rate v is limited by initial soil cast:..__ content, soil structure,
mxzure, Water drr ale.. size,andorganic solids. The application
should not exceed the available Watt_ holding zapacity of the soil
time of _r_-gat_cn ncr should the plant available nitrogen applied
zhe nitrogen needs cf the cro.m .
a� the
Thi a
soil
amount
at the
exceed
-- surface irrigation .. _tee ezhod of I and a olica__or_ this titan,
a` on --_- cf
__--ice _ and -__ a __ es Yner .nYs:.._.
-- -at =a _on system is . ns1lleE to properly -'e he acres
r__:;-a in Tah! es _ and 2. Failure apply tiT e recommended razes a=
Page O

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A' NAM ATETE t7'I'ILIZA'T_ZON PLAN
WASTE UTILIZATION PLAN AC-REE24EN^'
Nate of Fay: Dc wocd Farms S-2
0wne_ /Ma=age= Ag= eemen t
i (we) understand, and will follow and imo!eme??t the smecificatioP_s
and t°�e operation and maintenance pr ocedUres established in the
approved animal Waste utilization plan for the farm named above. i
(we) know that any expansion to z is existing desiam capac=-y of the
waste reac:[E___t :z"'_d s4.^_rage system or co =s4r1?czion of new
facilities _ ties will require a new certification to e submitted ;
- b_.to the
North Carolina Division vision o` Wat__ Quality y (N WQ) before e
� CT� 37.�%�_ `._� new
animals are stocked. T (we) also understand that there must be _2o
discharge of animal a waste from his system to surface warar s of the
state from a st..C.rm event less severe than the 25-year, 24-hour
stcrm. he approved plan will l he filed ed cn-site a.. the farm office
and a: the office of the local Soil and Water Conservation District
and will be available for review by 71'ICDWQ upon request.
Name of Facility Owner: Dogwood Fa=.s Inc.
(Pease �==mot)
157
1
5ignatL=s: Data:
Name of Manage= (! - fferehtam owneo) .
Signature: Date.
Name of Person Preparing Plain:
Affiliation: Phcae No. ;9 _
Add ess . (Agency)
A'L--
"_ Fri- S F z- -24-Z -1
Date: i�A;'-
r
-r• . _ _ . �:.t.:.. .. ...� _ - .. _ _ - s..r�TTs:.r :r+Gi�'�r�f:.*+"r � syae�.�,��c.:- :s•.::_ '_'Y •:'�i-" 7 -f'_ - � -

I
x 4.
DOGWOOD FARMS, INC.
P O BOX 49
CLINTON, North Carolina 28329-0049
February 2, 2000
Attn: Jeffery Brown
Division of Water Quality
225 Green St. Suite 714
Fayetteville, NC 28301
Dear Mr. Brown:
Ft 3 4 2000
FG�LLER, pCc
I
am writing this letter to comply with the BMP's established on January 28,
2000. I have put together a plan of action to deal with the high lagoon levels for each of
the lagoons in your region. The lagoons that I have prepared plans for are Dogwood
Farms S-1, S-2, S-5, S-6, Buffalo Ridge Farms, and Bearskin Nurseries #3. These plans
will be sent with this letter.
Thank you for your assistance in this matter. If you need to contact me for any
reason, I may be reached at (910-592-2104 ext. 317 or 910-596-7647).
Sincerely,
t1
Bry . Spell
Nutrient & Structure Technician

Plan of Action to Address High Lagoons
Dogwood Farms S-2:
Step 1) There is approximately 44 acres of rye (winter annual) that is under Pivot 2 at
S-2. This is a Norfolk A soil that dries quickly and should allow us to start
applying waste by Friday February 4, 2000.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting
David H. James
Premium Standards Farms of NC
PO Box 349
Clinton, NC 28329
Dear Mr. James:
NIT41 1W
Z]ORT r
Director NCDENR
NORTH C4ROLINA DEPARTMENT OF
ENVIRO_NM_ ENT AND NATURAL RESOURCES
October 25, 2001
093 2Q! �
i
_ 1
Subject: Permit No. AWI820703
Premium Standard Farms of NC — S2
Animal Waste Operation
Sampson County
1n accordance with your request received July 13, 2001 we are forwarding herewith Permit No. AWI820703, dated
October 25, 2001 to Premium Standards Farms of NC authorizing the continued operation of an animal waste collection,
treatment, storage and Iand application system in accordance with the Certificate of Coverage AWS820703 issued to this
facility June 26, 1998 and the construction and operation of an alternative wastewater treatment system.
This permit shall be effective from the date of issuance until September 30, 2006, and shall be subject to the
conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit.
Failure to establish an adequate system for collecting and maintaining the required operational information will result in
future compliance problems. Any increase in flow or increase in stocked animals above the listed values in this permit will
require a modification to this permit and shall be completed prior to actual increase in either flow or number of animals.
Please note that additional sampling may be required to document this system meets a superior technology
designation. McGill Environmental Systems is responsible for collecting all additional data as appropriate (as may be
determined by the Designee) to document this system to the Designee.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
If you need additional information concerning this matter, please Otact Sue Homewood at [phone]
extension 502. �f
Sincey, 1
7
Gregory J.- Thorpe, Ph.D.
cc: Sampson County Health Department
Sampson County Soil and Water Conservation District
FayetteviIIFResronal:0$ice,WaterQuality_Si: d n
Division of Water Quality, Groundwater Section, Central Office
Technical Assistance and Certification Unit
Division of Water Quality, Central Files
Nan -Discharge Permitting Unit Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
ANIMAL WASTE OPERATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Premium Standards Farms of NC
Sampson County
FOR THE
continued operation of an animal waste management system (Existing System) as was approved in
accordance with Certificate of Coverage (COC) AWS820703 to serve 3400 Farrow to Wean swine.
and construction and operation of an innovative animal waste management system (Innovative System)
referred to as the McGill System consisting of a 38,000 gallon flow equalization tank with a 250 GPM
separator dosing pump, two Key Dollar solids separators in series, a solids collection pad with leachate
collection, a 38,000 gallon dosing tank with 260 GPM dosing pump, four 5,900 square feet irrigation
greenhouses with leachate collection, a 38,000 gallon collection tank, and all necessary pipes, pumps,
alarms, controls, and appurtenances to serve 3400 Farrow to Wean swine_with no discharge of wastes to
the surface waters, pursuant to the request received July 13, 2001 and all subsequent documents, and in
conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this permit.
The Permittee may apply for a permit modification to construct and operate an additional chemical
treatment process phase of this project. The Permittee shall submit this modification request to the
Division ninety (90) days before the scheduled start-up of the additional phase of the innovative system.
If the permit modification request is submitted less than ninety (90) days prior to start-up, the Permittee
shall acknowledge that the review and approval of the modification may delay the scheduled start-up of
the additional phase of the system.
The innovative system will be connected to, but not hinder the continued use of, the existing system at
this facility.
This permit supercedes Certificate of Coverage AWS820703 as long as the innovative animal waste
management system is in use. Only if the innovative animal waste management system is no longer
active and in use, may the Permittee revert back to coverage under COC number AWS820703.
This permit shall be effective from the date of issuance until September 30, 2006, and shall be subject to
the following specified conditions and limitations.

1. PERFORMANCE STANDARDS
1. The animal waste collection, treatment, storage and land application system permitted
under this permit shall be effectively maintained and operated as a non -discharge system
to prevent the discharge of pollutants to surface waters, wetlands, or ditches. Application
of waste at agronomic rates to terraces and grassed waterways is acceptable in accordance
with Natural Resources Conservation Service (MRCS) Standards. If the Permitee are in
compliance with this permit, and unintentionally discharge as a result of a storm event
greater than the 25-year, 24-hour storm, the facility will not be considered to be in
violation of this permit.
2. A violation of the this Permit may result in the Permittee having to take immediate or
long term corrective action(s) as required by the Division of Water Quality (Division).
These actions may include ceasing use of the innovative technology, modifying operation
of the innovative technology, modifying the Waste Utilization Plan (WUP), ceasing land
application of waste, or removing animals from the farm.
3. This facility may not be expanded above the capacity shown in this permit until a new
permit reflecting the expansion has been issued.
4. A copy of this permit, the Waste Utilization Plan(s), approved design documents, as -built
'specifications, operation and maintenance plan, and all certification forms shall be readily
available at the farm (stored at places such as the farm residence, office, outbuildings,
etc.) where animal waste management activities are being conducted for the life of this
permit. These documents shall be kept in good condition and records shall be maintained
in an orderly fashion.
5. Upon completion of construction and prior to operation of the innovative wastewater
treatment system, as -built plans and specifications and the certification, signed and sealed
by a professional engineer, must be submitted certifying that the permitted facility has
been installed in accordance with this permit, and hest engineering practices. Mail the
Certification to the Water Quality Section. Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
6. The Fayetteville Regional Office, telephone [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during
the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
7. The spray irrigation facilities, including the greenhouse irrigation areas, shall be
effectively maintained and operated at all times so that there is no discharge to the surface
waters, nor any contamination of ground waters which will render them unsatisfactory for
normal use. In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions or failure of the irrigation area to adequately assimilate
the wastewater, the Pennittee shall take immediate corrective actions including those
actions that may be required by the Division.
8. The following buffers shall be maintained when constructing the innovative wastewater
treatment system:
a) 100 feet between wastewater treatment units and any wells, and
b) 50 feet between wastewater treatment units and property lines.
2

II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The collection, treatment, and storage facilities, and land application equipment and fields
shall be maintained at all times and properly operated.
2. A suitable vegetative cover shall be maintained on all land application sites and buffers in
accordance with the submitted Waste Utilization Plan. No waste may be applied upon
fields not approved by or prepared in accordance with a WUP.
Changes to the WUP must be approved by the Division of Water Quality. A permit
modification should be requested and issued prior to any changes the WUP being put into
effect.
4. An acceptable pH of the soil shall be maintained on all land application sites to insure
optimum yield for the crop(s) being grown.
Nutrient application rates, hydraulic loading rates, cropping rotations and application
windows shall be in accordance with the Waste Utilization Plan and/or a representative
Waste Analysis Report. In no case shall land application rates exceed the Plant Available
Nitrogen rate for the receiving crop or result in runoff during any given application.
Application of animal waste onto land which is used to grow crops for direct human
consumption (e.g., strawberries, melons, lettuce, cabbage, apples, etc.) shall not occur
following the planting of the crop or at any time during the growing season, or in the case
of fruit bearing trees, following breaking dormancy. Application of animal wastes shall
not occur within 30 days of the harvesting of fiber and food crops for direct human
consumption that undergo further processing.
Domestic and/or industrial wastewater from showers, toilets, sinks. etc. shall not be
discharged into the animal waste collection, treatment, and storage and application
system. Washdown of stock trailers, owned by and used to transport animals to and from
this farm only, will be permissible as long as the system can accommodate the additional
volume. Only those detergents and disinfectants that are labeled by the manufacturer as
readily biodegradable may be utilized.
8. Disposal of dead animals shall be done in accordance with the North Carolina
Department of Agriculture and Consumer Services (NCDACS) Veterinary Division's
regulations.
9_ Unless accounted for in temporary storage volume, all uncontaminated runoff from the
surrounding property and buildings shall be diverted away from the animal waste system,
including but not limited to, lagoons, storage ponds, sludge treatment or containment
areas, and/or open storage structures to prevent any unnecessary addition to the liquid
volume in the structures.
10. A protective vegetative cover shall be established and maintained on all earthen basin
embankments (outside toe of embankment to maximum pumping elevation), berms, pipe
runs, erosion control areas, and surface water diversions. Trees, shrubs, and other woody
vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and
accessible.
11. The residuals generated from these treatment facilities must be disposed in accordance
with General Statute 143-215.1 and in a manner approved by the Division. When removal
of sludge from the treatment units is necessary, provisions must be taken to prevent
damage to any dikes and liners.

12. Separated solids are to be removed from site by McGill Environmental Systems. A record
of date and time of removal, as well as estimated volume removed, and receiver's name,
address, phone number and permit number must be kept on site with all other records.
13. if separated solids or residuals from the -other treatment units are accumulated faster than
predicted and it is determined that designed treatment, storage and disposal methods are
insufficient, the Permittee will immediately cease use of the innovative wastewater
treatment system and therefore the continued generation of solids by that system, until
adequate solids storage and/or removal can be designed, approved, and constructed.
14. All treatment units shall be kept free of foreign debris including, but not limited to, tires,
bottles, light bulbs, gloves, syringes or any other solid waste.
15. The facility must have one of the following items at all times (a) adequate animal waste
application and handling equipment, (b) a lease, or other written agreement, for the use of
the necessary equipment, (c) a contract with a third party applicator capable of providing
adequate waste application, or (d) a contract for the purchase of the equipment.
Equipment shall be capable of meeting permit condition Il 5.
16. If liquid effluent samples show that additional land will be necessary for application of
nitrogen at agronomic rates, the Permittee will take immediate action. This action may
include, but may not be limited to, one of the following: a) preparing additional land at
the site for land application wastewater or solids, b) acquiring leased land agreements for
land application of wastewater or solids, or c) decrease the animal population to that
which creates a balance between nutrients produced and utilization on the existing land
application and crops, or d) any other method approved by the Division of Water Quality.
17. The WUP shall be modified as needed based on performance of the innovative facility. If
performance is not as predicted, immediate measures such as those listed in Condition 16
above will be taken.
18. In the case of interruption or failure of the innovative wastewater treatment system the
Permittee will follow the Emergency Action Plan as submitted, and if necessary adjust
the wastewater collection system back to the existing lagoon as permitted under COC
A WS 820703.
III. MONITORING AND REPORTING REQUIREMENTS
Adequate records shall be maintained by the Permittee tracking the amount of wastewater
that is disposed. These records shall include, but are not necessarily limited to, the
following information and shall be kept for the greenhouse irrigation areas as well as the
irrigation areas identified in the Waste Utilization Plan.
a. Date of irrigation application,
b. Volume of wastewater applied,
c. Field or greenhouse that received wastewater,
d. Current crop,
e. Length of time field is irrigated,
f. PAN applied, and
g. Nitrogen Balance for field after each application is complete.

2. Adequate records shall be maintained by the Permittee tracking the amount of separated
solids that are disposed. These records shall include, but are not necessarily limited to,
the following information:
a. The volume of separated solids generated, and
b. The dates and amounts of separated solids removed from the site.
�. The Permittee or their designee shall inspect the entire existing waste collection,
treatment, and storage structures and runoff control measures at a frequency to insure
proper operation. For example, lagoons, storage ponds, and other structures should be
inspected for evidence of erosion, leakage, damage by animals or discharge. The
Permittee shall keep an inspection log or summary including at least the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. This log of inspections shall be maintained for a period of five years
from the date of the inspection and shall be made available upon request to the Division
or other permitting authority.
4. The Permittee or their designee shall inspect the entire innovative waste collection,
treatment, and storage structures and runoff control measures at a frequency to insure
proper operation. The Permittee shall keep an inspection log or summary including at
least the date and time of inspection, observations made, and any maintenance, repairs, or
corrective actions taken by the Permittee. This log of inspections shall be for a period of
five years from the date of the inspection and shall be made available upon request to the
Division or other permitting authority.
5. Where the existing and innovative animal waste management systems are integrated
together, it will be the responsibility of the Permittee to inspect any joint or connected
areas. This includes, but is not limited to, the existing lagoon for transfer of effluent from
the innovative animal waste management system.
6. Any major structural repairs must have written documentation from a professional
engineer certifying proper design and installation. However, if a piece of equipment is
being replaced with a piece of equipment of the identical specifications, no technical
specialist approval is necessary [i.e. piping, reels, valves, pumps (if the GPM capacity is
not being increased or decreased), etc.).
7_ The Permittee or their designee shall keep a log of all operational changes made to the
innovative animal waste management system including at least the process parameter that
was changed, the date and time of the change, the reason for the change, and all
observations made both at the time of the change and subsequently as a result of the
change.
8. A waste level gauge shall be installed in each lagoon, and other uncovered waste
containment structures. Caution must be taken not to damage the integrity of any liner
when installing the gauge. Waste water levels in any uncovered waste containment
structures shall be recorded weekly.
9. A representative Standard Soil Fertility Analysis shall be conducted annually on each
application site receiving animal waste. The results of these tests shall be maintained on
-file by the Permittee for a minimum of three years and shall be made' available to the
Division upon request.

10. The following analysis shall be conducted at the frequencies listed and a monitoring
report should be submitted monthly to Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh NC 27699-1617 and to Water Quality Supervisor, Fayetteville
Regional Office, 225 Green Street, Suite 714, Fayetteville, NC 27609:
Parameter
ntreate
Separated
Solids
Influent to
Dosing Tarok
Effluent from
Collection Tank
ow gp
DailyDally----
1301)
Monthly
Monthly
Monthly
M on y
Monthly
Monthly
Monthly
3-
on y
Monthly
Monthly
3-
Monthly
Monthly
Monthly
Monffily
Monthly
M ont y
ota
Phosphorous
on y
Monthly
Monthly
%Total SoRds
Monthly
Monthly
Monthly
Copper
Monthly
Monthly
Monthly
Zinc
Monthly
Monthly
Monthly
p
on y
Monthly I
Monthly
11. All records, including maintenance, repair and irrigation records, shall be maintained on
site and in chronological and legible form for a minimum of three years by the Permittee.
These records shall be maintained on forms provided by the Division and shall be readily
available for inspection.
12. A comprehensive report shall be submitted to the Division of Water Quality every six
months after initial start-up of the innovative system. The report shall consist of all
records, logs, and reports as required in Section 11I.1 through Section 11I.8 of this permit.
The report shall be submitted to Non -Discharge Permitting Unit, 1617 Mail Service
Center , Raleigh NC 27699-1617 and to Water Quality Supervisor, Raleigh Regional
Office, 225 Green Street, Fayetteville, NC 28301-5043.
13. Regional Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone
number [phone], as soon as possible, but in no case more than 24 hours following
first knowledge of the occurrence of any of the following events:
a. Failure of any component of the animal waste collection, treatment, and storage and
land application system resulting in a discharge to surface waters-
b. Any failure of the animal waste treatment and disposal program that renders the
facility incapable of adequately receiving, treating or storing the animal waste and/or
sludge.
c. A spill or discharge from a vehicle or piping system transporting animal waste or
sludge which results in, or may result in, a discharge to surface waters or an event that
poses a serious threat to surface waters.
d. Any deterioration or leak in a treatment unit that poses an immediate threat to the
environment.
e. Failure to maintain adequate storage capacity in a treatment unit greater than or equal
to that required in Condition VI 3 of this permit.
f: Overspraying animal waste either in excess of the limits set out in the Waste
Utilization Plan or where runoff enters waters of the State.
g. Any discharge that bypasses a treatment unit.
6

For any emergency that requires immediate reporting after normal business hours,
please contact the Division of Emergency Management at 1-800-858-0368.
The Permittee shall also file a written report to the appropriate Division's Regional Office
of the occurrence within-5 calendar days follovxing first knowledge of the occurrence.
This report shall outline the actions taken or proposed actions to correct the problem and
to ensure that the problem does not recur. The requirement to file a written report may
not be waived by the Division's Regional Office.
IV. GROUNDWATER REQUIREMENTS
i . The Groundwater Compliance Boundary for the disposal system constructed after
December 31, 1983, is established at either (1) 250 feet from the waste structures and
from the waste disposal area, or (2) 50 feet within the property boundary, whichever is
closest to the waste structures and the waste disposal area. If this facility was constructed
prior to December 31, 1983, the Compliance Boundary is established at either (1) 500
feet from the waste disposal area, or (2) at the property boundary, whichever is closest to
the waste disposal area. An exceedance of Groundwater Quality Standards at or beyond
the Compliance Boundary is subject to immediate remediation action in addition to the
penalty provisions applicable under the North Carolina General Statutes.
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
I. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related
to the disposal site or facility at any reasonable time for the purpose of determining
compliance with this permit, may inspect or copy any records that must be maintained
under the terms and conditions of this permit, and may obtain samples of groundwater,
surface water, or leachate.
VI. GENERAL CONDITIONS
The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface waters or ground waters resulting from the operation of this program.
2. Upon classification of the facility by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate a certified water
pollution control system operator to be the operator of the facility. The designated
operator must hold a certificate of the same type(s) and grade(s) as the classification(s)
assigned to the waste treatment facilities by the WPCSOCC. The Permittee may also be
required to designate a certified back-up operator of the appropriate type and grade to
comply, with the conditions of 15A NCAC 8G. 0202. The Permittee shall submit to the
WPCSOCC a completed designation form designating the appropriately certified
operator(s) 30 days prior to the introduction of waste into the system or within 30 days of
classification, in the case of an existing system. The designated operator of the facility
must visit the facility as often as necessary to insure proper operation of the system, but
in no case less frequently than as specified in 15A NCAC 8G .0204(2), 15A NCAC 8F.
0203. or both.
3. After the innovative system has been in use for one year (does not need to be
consecutive) the Permittee or their designee shall submit a progress report to the
Division. This report shall include any recommendations for improvements if the system
is to remain operational.

4. After the innovative system has been in use for one year (does not need to be
consecutive) the Permittee or their designee must submit a comprehensive Operation and
Maintenance (O&M) manual if the system is to remain operational. The O&M manual
shall include the following minimum information:
a. As -built drawings.
b. A detailed description of the innovative wastewater treatment system.
c. Warranty information for all installed equipment and each major component.
d. Inventory, functional descriptions, and complete operating instructions for all
installed equipment and each major component.
e. Instructions for start-up/shut-down as well as for calibration and adjustment of all
installed equipment and each major component.
f. Recommended maintenance management system, including preventative and
predictive maintenance, for all installed equipment and each major component.
g. Contact information for local service companies as well as instructions for
replacement of all installed equipment and each major component.
h. Contact information for local contractors capable of performing emergency
repairs.
i. Contact information for regulatory and other agencies.
After the innovative system has been in use for one year (does not need to be
consecutive) the Permittee or their designee must submit a comprehensive operator
training program to be approved by the Division if the system is to remain operational.
6_ Upon review of these documents the Division maintains the right to reconsider the
innovative system for continued approval.
7. The operating level of lagoons and other uncovered waste containment structures must
not exceed the level that provides adequate storage to contain at a minimum a 25-year,
24-hour storm event, chronic rainfall, plus an additional 1 foot of freeboard. The
maximum waste level shall not exceed that specified in the application submitted.
The Division may require any monitoring (including but not limited to groundwater,
surface water. animal waste, sludge, soil and plant tissue) necessary to determine the
source, quantity, quality, and effect of any waste upon the waters of the State. Such
monitoring, including its scope. frequency, duration and any sampling, testing, and
reporting systems, shall meet all applicable Environmental Management Commission
requirements.
9_ Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance -with North Carolina
General Statute 143-215.6A-6C and may include the requirement to obtain additional
treatment or storage units and/or addition of land application sites, and/or the
modification of the animal waste management system.
10. The issuance of this permit does not excuse the Permittee from the obligation to comply
with all applicable statutes, rules, regulations, or ordinances (local, state, and federal).
11. If animal production ceases, the Perminee is responsible for developing, implementing
and completing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution, erosion, and the potential for injury. Closure shall include notifying
the Division_

12. Should the Permittee desire to abandon the innovative wastewater treatment system a
"closure plan" must be submitted to the Division. The closure plan must include
recommendations by a Professional Engineer for the removal of all equipment associated
with the innovative system so as not to create any discharge from the innovative system
or the previously existing wastewater treatment system, and so as to not compromise the
existing wastewater treatment system in any way. No equipment shall be removed
without prior approval from the Division.
13. The annual permit fee shall be paid by the Permittee within thirty (30) days after being
billed by the Division. Failure to pay the fee accordingly constitutes grounds for
revocation of this permit.
14. This permit shall become voided unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
15. This permit is effective only with respect to the nature and volume of wastes described in
this permit for Premium Standard Farms of NC — S2.
16. This permit is not automatically transferable. In the event there is a desire for the
facilities to change ownership, or there is a name change of the Permittee, a formal permit
request must be submitted to the Division accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
17. A set of as built plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
18. The Permittee, at least six (6) months prior to the expiration of this permit, shall request
its extension. Upon receipt of the request, the Commission will review the adequacy of
the facilities described therein, and if warranted, will extend the permit for such period of
time and under such conditions and limitations as it may deem appropriate.
Permit issued this the 25ed date of October. 2001
NORTI3�AROLIN ,EN VIRONMENTAL MANAGEMENT COMMISSION
.^Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number AW1820703
9

Permit No. AW1820703
October 25, 2001
ENGINEER'S CERTIFICATION
T, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, _ _ for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
10

'—A
'
AUG h 9 2005
C,i:►+iR - FA)IEtIEVrLLE REGIMoffiGE
David H. James
Premium Standards Farms of NC
PO Box 349
Clinton, NC 28329
Dear Mr. James:
Michael F. Easley, Governor
William G. Moss Jr., Secretary
North Carolina Department of Environment and Naurral Resources
August 1, 2005
Alan W. Klimek, P-E. Director
Division of Water Quality
Subject: Certificate of Coverage No. AW1920703
S-2
Innovative Animal Waste Management System
Sampson County
In accordance with your request received December 6, 2004, we are forwarding herewith Permit No. AW1820703,
dated August 1, 2005, to Premium Standards Farms of NC authorizing the continued operation of an animal waste
collection, treatment, storage and land application system in accordance with the Certificate of Coverage
NCA282703 issued to this facility April 9, 2003 and the construction and operation of an alternative wastewater
treatment system_
This permit shall be effective from the date of issuance until September 30, 2006 and shall be subject to the
conditions and limitations as specified thereiri. Please pay particular attention to the monitoring requirements in this
permit. Failure to establish an adequate system for collecting and maintaining the required operational information
will result in future compliance problems. Any increase in flow or increase in stocked animals above the listed
values in this permit will require a modification to this permit and shall be completed prior to actual increase in
either flow or number of animals. Please note that additional sampling may be required to document this
system meets a superior technology designation. McGill Environmental Systems is responsible for collecting
all additional data as appropriate (as may be determined by the Designee) to document this system to the
Designee.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Todd A. Bennett at [phone].
Sincerely,
for lan W. Klimek, F.E.
cc: Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
APS Central Files Permit File A W1820703
AFO Files
Aquifer Protection Section 1636 Mail Service Center RaleighNC27694-1636 Phone [phone] Customer Service takriv
Intcmet: httPWh2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Empbyer — SD% RecycEt W10% Post Consumer Paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
ANIMAL WASTE OPERATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Premium Standards Farms of NC
Sampson County
FOR THE
continued operation of an animal waste management system (Existing System) as was approved
in'accordance with Certificate of Coverage (COC) NCA282703 to serve 3400 Farrow_ to Wean
swine.
and construction and operation of an innovative animal waste management system (Innovative
System) referred to as the McGill System consisting of a 38,000 gallon flow equalization tank
with a 250 GPM separator dosing pump, two Key Dollar solids separators in series, 30 cubic
yard dewatering boxes, a solids collection pad with leachate collection, a 38,000 gallon dosing
tank with 260 GPM dosing pump, two 5,900 square feet irrigation greenhouses with leachate
collection, a 38,000 gallon collection tank, and all necessary pipes, pumps, alarms, controls, and
appurtenances to serve 3400 Farrow to Wean swine.with no discharge of wastes to the surface
waters, pursuant to the requests received July 13, 2001 and December 6, 2004 and all subsequent
documents, and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The Permittee may apply for a permit modification to construct and operate an additional
chemical treatment process phase of this project. The Permittee shall submit this modification
request to the Division ninety (90) days before the scheduled start-up of the additional phase of
the innovative system. If the permit modification request is submitted less than ninety (90) days
prior to start-up, the Permittee shall acknowledge that the review and approval of the
modification may delay the scheduled start-up of the additional phase of the system.
The innovative system will be connected to, but not hinder the continued use of, the existing
system at this facility.

This permit supercedes Certificate of Coverage NCA282703 as long as the innovative animal
waste management system is in use. Only if the innovative animal waste management system is
no longer active and in use, may the Permittee revert back to coverage under COC number
NCA282703.
This permit shall be effective from the date of issuance until September 30, 2006 and shall be
subject to the following specified conditions and limitations.
I. PERFORMANCE STANDARDS
1. The animal waste collection, treatment, storage and land -application system
permitted under this permit shall be effectively maintained and operated as a non -
discharge system to prevent the discharge of pollutants to surface waters,
wetlands, or ditches. Application of waste at agronomic rates to terraces and
grassed waterways is acceptable in accordance with Natural Resources
Conservation Service (NRCS) Standards. If the Permitee are in compliance with
this permit, and unintentionally discharge as a result of a storm event greater than
the 25-year, 24-hour storm, the facility will not be considered to be in violation of
this permit.
2. A violation of the this Permit may result in the Permittee having to take
immediate or long term corrective action(s) as required by the Division of Water
Quality (Division). These actions may include ceasing use of the innovative
technology, modifying operation of the innovative technology, modifying the
Waste Utilization Plan (WUP), ceasing land application of waste, or removing
animals from the farm.
3. This facility may not be expanded above the capacity shown in this permit until a
new permit reflecting the expansion has been issued.
4. A copy of this permit, the Waste Utilization Plan(s), approved design documents,
as -built specifications, operation and maintenance plan, and all certification forms
shall be readily available at the farm (stored at places such as the farm residence,
office, outbuildings, etc.) where animal waste management activities are being
conducted for the life of this permit. These documents shall be kept in good
condition and records shall be maintained in an orderly fashion.
5. Upon completion of construction and prior to operation of the innovative
wastewater treatment system, as -built plans and specifications and the
certification, signed and sealed by a professional engineer, must be submitted
certifying that the permitted facility has been installed in accordance with this
permit, and best engineering practices. Mail the Certification to the Aquifer
Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636.

6. The Fayetteville Regional Office, telephone [phone], shall be notified at
least forty-eight (48) hours in advance of operation of the installed facilities so
that an in -place inspection can be made. Such notification to the regional
supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00
p.m. on Monday through Friday, excluding State Holidays.
7. The spray irrigation facilities, including the greenhouse irrigation areas, shall be
effectively maintained and operated at all times so that there is no discharge to the
surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately assimilate the wastewater, the Permittee shall take
immediate corrective actions including those actions that may be required by the
Division.
8. The following buffers shall be maintained when constructing the innovative
wastewater treatment system:
a) 100 feet between wastewater treatment units and any wells, and
b) 50 feet between wastewater treatment units and property lines.
II, OPERATION AND MAINTENANCE REQUIREMENTS
1. The collection, treatment, and storage facilities, and land application equipment
and fields shall be maintained at all tinges and properly operated.
2. A suitable vegetative cover shall be maintained on all land application sites and
buffers in accordance with the submitted Waste Utilization Plan. No waste may
be applied upon fields not approved by or prepared in accordance with a WUP.
3. Changes to the WUP must be approved by the Division of Water Quality. A
permit modi fication should be requested and issued prior to any changes the WUP
being put into effect.
4. An acceptable pH of the soil shall be maintained on all land application sites to
insure optimum yield for the crop(s) being grown.
5. Nutrient application rates, hydraulic loading rates, cropping rotations and
application windows shall be in accordance with the Waste Utilization Plan
and/or a representative Waste Analysis Report. In no case shall land application
rates exceed the Plant Available Nitrogen rate for the receiving crop or result in
runoff during any given application.

6. Application of animal waste onto land which is used to grow crops for direct
human consumption (e.g., strawberries, melons, Iettuce, cabbage, apples, etc.)
shall not occur following the planting of the crop or at any time during the
growing season, or in the case of fruit bearing trees, following breaking
dormancy. Application of animal wastes shall not occur within 30 days of the
harvesting of fiber_ and food crops for direct human consumption that undergo
further processing.
7. Domestic and/or industrial wastewater from showers, toilets, sinks, etc. shall not
be discharged into the animal waste collection, treatment, and storage and
application system. Washdown of stock trailers, owned by and used to transport
animals to and from this farm only, will be permissible as long as the system can
accommodate the additional volume. Only those detergents and disinfectants that
are labeled by the manufacturer as readily biodegradable may be utilized.
8. Disposal of dead animals shall be done in accordance with the North Carolina
Department of Agriculture and Consumer Services (NCDACS) Veterinary
Division's regulations.
9. Unless accounted for in temporary storage volume, all uncontaminated runoff
from the surrounding property and buildings shall be diverted away from the
animal waste system, including but not limited to, lagoons, storage ponds, sludge
treatment or containment areas, and/or open storage structures to prevent any
unnecessary addition to the liquid volume in the structures.
10. A protective vegetative cover shall be established and maintained on all earthen
basin embankments (outside toe of embankment to maximum pumping elevation),
berms, pipe runs, erosion control areas, and surface water diversions. Trees,
shrubs, and other woody vegetation shall not be allowed to grow on the earthen
basin dikes or embankments. Earthen basin embankment areas shall be kept
mowed or otherwise controlled and accessible.
11. The residuals generated from these treatment facilities must be disposed in
accordance with General Statute 143-215.1 and in a manner approved by the
Division. When removal of sludge from the treatment units is necessary,
provisions must be taken to prevent damage to any dikes and liners.
12. Separated solids are to be removed from site by McGill Environmental Systems.
A record of date and time of removal, as well as estimated volume removed, and
receiver's name, address, phone number and permit number must be kept on site
with all other records.

13. If separated solids or residuals from the other treatment units are accumulated
faster than predicted and it is determined that designed treatment, storage and
disposal methods are insufficient, the Permittee will immediately cease use of the
innovative wastewater treatment system and therefore the continued generation of
solids by that system, until adequate solids storage and/or removal canbe
designed, approved, and constructed.
14. All treatment units shall be kept free of foreign debris including, but not limited
to, tires, bottles, light bulbs, gloves, syringes or any other solid waste.
15. The facility must have one of the following items at all times (a) adequate animal
waste application and handling equipment, (b) a Iease, or other written agreement,
for the use of the necessary equipment, (c) a contract with a third party applicator
capable of providing adequate waste application, or (d) a contract for the purchase
of the equipment. Equipment shall be capable of meeting permit condition E 5.
16. if liquid effluent samples show that additional land will be necessary for
application of nitrogen at agronomic rates, the Permittee will take immediate
action. This action may include, but may not be limited to, one of the following:
a) preparing additional land at the site for land application wastewater or solids, b)
acquiring leased land agreements for land application of wastewater or solids, or
c) decrease the animal population to that which creates a balance between
nutrients produced and utilization on the existing land application and crops, or d)
any other method approved by the Division of Water Quality.
IT The WUP shall be modified as needed based on performance of the innovative
facility. If performance is not as predicted, immediate measures such as those
listed in Condition 16 above will be taken.
18. In the case of interruption or failure of the innovative wastewater treatment
system the Permittee will follow the Emergency Action Plan as submitted, and if
necessary adjust the wastewater collection system back to the existing lagoon as
permitted under COC NCA282703.
H1. MONITORING AND REPORTING REQUIREMENTS
1. Adequate records shall be maintained by the Permittee tracking the amount of
wastewater that is disposed. These records shall include, but are not necessarily
limited to, the following information and shall be kept for the greenhouse
irrigation areas as well as the irrigation areas identified in the Waste Utilization
Plan.
a. Date of irrigation application,
b. Volume of wastewater applied,
c. FieId or greenhouse that received wastewater,
d. Current crop,
e. Length of time field is irrigated,
f. PAN applied, and

g. Nitrogen Balance for field after each application is complete.
2. Adequate records shall be maintained by the Permittee tracking the amount of
separatcd solids that are disposed. These records shall include, but are not
necessarily limited to, the following information:
a. The volume of separated solids generated, and
b. The dates and amounts of separated solids removed from the site.
3. The Permittee or their designee shall inspect the entire existing waste collection,
treatment, and storage structures and runoff control measures at a frequency to
insure proper operation. For example, lagoons, storage ponds, and other
structures should be inspected for evidence of erosion, leakage, damage by
animals or discharge. The Permittee shall keep an inspection log or summary
including at least the date and time of inspection, observations made, and any
maintenance, repairs, or corrective actions taken by the Permittee. This log of
inspections shall be maintained for a period of five years from the date of the
inspection and shall be made available upon request to the Division or other
permitting authority.
4. The Permittee or their designee shall inspect the entire innovative waste
collection, treatment, and storage structures and runoff control measures at a
frequency to insure proper operation. The Permittee shall keep an inspection log
or summary including at least the date and time of inspection, observations made,
and any maintenance, repairs, or corrective actions taken by the Permittee. This
log of inspections shall be for a period of five years from the date of the
inspection and shall be made available upon request to the Division or other
permitting authority.
5. Where the existing and innovative animal waste management systems are
integrated together, it will be the responsibility of the Permittee to inspect any
joint or connected areas. This includes, but is not limited to, the existing lagoon
for transfer of effluent from the innovative animal waste management system.
6. Any major structural repairs must have written documentation from a professional
engineer certifying proper design and installation. However, if a piece of
equipment is being replaced with a piece of equipment of the identical
specifications, no technical specialist approval is necessary [i.e. piping, reels,
valves, pumps (if the GPM capacity is not being increased or decreased), etc.].
7. The Permittee or their designee shall keep a log of all operational changes made
to the innovative animal waste management system including at least the process
parameter that was changed, the date and time of the change, the reason for the
change, and all observations made both at the time of the change and
subsequently as a result of the change.

8. A waste level gauge shall be installed in each lagoon, and other uncovered waste
containment structures. Caution must be taken not to damage the integrity of any
liner when installing the gauge. Waste water levels in any uncovered waste
containment structures shall be recorded weekly.
9. A representative Standard Soil Fertility Analysis shall be conducted annually on
each application site receiving animal waste. The results of these tests shall be
maintained on file by the Permittee for a minimum of three years and shall be
made available to the Division upon request.
10. The following analysis shall be conducted at the frequencies listed and a
monitoring report should be submitted monthly to Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636-and to Aquifer Protection
Supervisor, Fayetteville Regional Office, 225 Green Street, Suite 714,
Fayetteville, NC 28301-5094:
Parameter
Untreated
Separated
Solids
Influent to
Dosing Tank
Effluent from
Collection Tank
Flow ( d)
Daily
Dail
BOD
Monthly
Monthly
COD
Monthly
Monthly
TKN
Monthly
Monthly
Monthly
NH3-N
MonthlyMonthlyMonthly
NO3-N
Monthly
Monthly
Monthl
NO2
Monthly
Monthly
Monthl
Total
Phosphorous
Monthly
Monthly
Monthly
% Total Solids
Monthly
Monthly
Monthly
Copper
Monthly
Monthly
Monthly
Zinc
Monthly
Monthly
Monthly
H
Monthly _
Monthly
Monthly
11. All records, including maintenance, repair and irrigation records, shall be
maintained on site and in chronological and legible form for a minimum of three
years by the Permittee. These records shall be maintained on forms provided by
the Division and shall be readily available for inspection.
12. A comprehensive report shall be submitted to the Division of Water Quality every
six months after initial start-up of the innovative system. The report shall consist
of all records, logs, and reports as required in Section H1.1 through Section 1H.8
of this permit. The report shall be submitted to Aquifer Protection Section, 1636
Mail Service Center, Raleigh, NC 27699-1636 and to Aquifer Protection
Supervisor, Raleigh Regional Office, 225 Green Street, Suite 714, Fayetteville,
NC 28301-5094.
13. Regional Notification:

The Permittee shall report by telephone to the Fayetteville Regional Office,
telephone number [phone], as soon as possible, but in no case more than
24 hours following first knowledge of the occurrence of any of the following
events:
a. Failure of any component of the animal waste collection, treatment, and
storage and land application system resulting in a discharge to surface waters.
b. Any failure of the animal waste treatment and disposal program that renders
the facility incapable of adequately receiving, treating or storing the animal
waste and/or sludge.
c. A spill or discharge from a vehicle or piping system transporting animal waste
or sludge which results in, or may result in, a discharge to surface waters or an
event that poses a serious threat to surface waters.
d. Any deterioration or leak in a treatment unit that poses an immediate threat to
the environment.
e. Failure to maintain adequate storage capacity in a treatment unit greater than
or equal to that required in Condition VI 3 of this permit.
f. Overspraying animal waste either in excess of the limits set out in the Waste
Utilization Plan or where runoff enters waters of the State.
g. Any discharge that bypasses a treatment unit.
For any emergency that requires immediate reporting after normal business
hours, please contact the Division of Emergency Management at 1-800-858-
0368.
The Permittee shall also file a written report to the appropriate Division's
Regional Office of the occurrence within 5 calendar days following first
knowledge of the occurrence. This report shall outline the actions taken or
proposed actions to correct the problem and to ensure that the problem does not
recur. The requirement to file a written report may not be waived by the
Division's Regional Office.
IV. GROUNDWATER REQUIREMENTS
1. The Groundwater Compliance Boundary for the disposal system constructed after
December 31, 1983, is established at either (1) 250 feet from the waste structures
and from the waste disposal area, or (2) 50 feet within the property boundary,
whichever is closest to the waste structures and the waste disposal area. If this
facility was constructed prior to December 31, 1983, the Compliance Boundary is
established at either (1) 500 feet from the waste disposal area, or (2) at the
property boundary, whichever is closest to the waste disposal area An
exceedance of Groundwater Quality Standards at or beyond the Compliance
Boundary is subject to immediate remediation action in addition to the penalty
provisions applicable under the North Carolina General Statutes.
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.

V. INSPECTIONS
1. Any duly authorized officer, employee, or representative of the Division may,
upon presentation of credentials, enter and inspect any property, premises or place
on or related to the disposal site or facility at any reasonable time for the purpose
of determining compliance with this permit, may inspect or copy any records that
must be maintained under the terms and conditions of this permit, and may obtain
samples of groundwater, surface water, or leachate.
VL GENERAL CONDITIONS
The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface waters or ground waters resulting from the operation of this
program-
2- Upon classification of the facility by the Water Pollution Control System
Operators Certification Commission (WPCSOCC), the Permittee shall designate a
certified water pollution control system operator to be the operator of the facility.
The designated operator must hold a certificate of the same type(s) and grade(s)
as the classification(s) assigned to the waste treatment facilities by the
WPCSOCC. The Permittee may also be required to designate a certified back-up
operator of the appropriate type and grade to comply with the conditions of 15A
NCAC 8G. 0202. The Permittee shall submit to the WPCSOCC a completed
designation form designating the appropriately certified operator(s) 30 days prior
to the introduction of waste into the system or within 30 days of classification, in
the case of an existing system. The designated operator of the facility must visit
the facility as often as necessary to insure proper operation of the system, but in
no case less frequently than as specified in 15A NCAC 8G .0204(2), 15A NCAC
8F. 0203, or both.
3. After the innovative system has been in use for one year (does not need to be
consecutive) the Permittee or their designee shall submit a progress report to the
Division. This report shall include any recommendations for improvements if the
system is to remain operational.
4. After the innovative system has been in use for one year (does not need to be
consecutive) the Permittee or their designee must submit a comprehensive
Operation and Maintenance (O&M) manual if the system is to remain operational.
The O&M manual shall include the following minimum information:
a. As -built drawings.
b. A detailed description of the innovative wastewater treatment system-
C. Warranty information for all installed equipment and 'each major
component.
d. Inventory, functional descriptions, and complete operating instructions for
all installed equipment and each major component.

e. Instructions for start-up/shut-down as well as for calibration and
adjustment of all installed equipment and each major component.
f. Recommended maintenance management system, including preventative
and predictive maintenance, for all installed equipment and each major
component.
g. Contact information for local service companies as well as instructions for
replacement of all installed equipment and each major component.
h. Contact information for local contractors capable of performing
emergency repairs.
i. Contact information for regulatory and other agencies.
5. After the innovative system has been in use for one year (does not need to be
consecutive) the Permittee or their designee must submit a comprehensive
operator training program to be approved by the Division if the system is to
remain operational.
6. Upon review of these documents the Division maintains the right to reconsider the
innovative system for continued approval.
7. The operating level of lagoons and.other uncovered waste containment structures
must not exceed the level that provides adequate storage to contain at a minimum
a 25-year, 24-hour, storm event, chronic rainfall, plus an additional 1 foot of
freeboard. The maximum waste level shall not exceed that specified in the
application submitted.
8. The Division may require any monitoring (including but not limited to
groundwater, surface water, animal waste, sludge, soil and plant tissue) necessary
to determine the source, quantity, quality, and effect of any waste upon the waters
of the State. Such monitoring, including its scope, frequency, duration and any
sampling, testing, and reporting systems, shall meet all applicable Environmental
Management Commission requirements.
9. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division in accordance with
North Carolina General Statute 143-215.6A-6C and may include the requirement
to obtain additional treatment or storage units and/or addition of land application
sites, and/or the modification of the animal waste management system.
10. The issuance of this permit does not excuse the Permittee from the obligation to
comply with all applicable statutes, rules, regulations, or ordinances (local, state,
and federal).
11. If animal production ceases, the Permittee is responsible for developing,
implementing and completing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution, erosion, and the potential for injury.
Closure shall include notifying the Division.

Permit No. AWI820703
August 1, 2005
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the
construction of the project
Location
Project Name
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of this permit, the approved plans and specifications, and other
supporting materials.
Signature
Date
Registration No.

AUG-06-04 FRI 08:23 PH FAX NO, P. Ol
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DATE:
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P. a. Box 349
623 Southeast Blvd
Chnt=7 NC 28329
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AUG-06-04 FR 108:23 PH FAX NO. P. 02
6-1
PREMIUM STANDARD FARMS
OF NORTH CA.ROLINA, INC.
P.O.AOX 349 C1.TNT()N, NC 283:!9-0349
P1rONE 91U-592.2104
VAX. 9 1 0 . 2 9 9 - 3 0 1 6
August G, 2004
Larry Baxley
D.E.N.R
Division of Water Quality
225 Green Street
Suiic 714 Systel Bld.
Fayetteville, NC 28301-5043
Subject: Discharge notification letter for S2, facility nurnber 52-703.
hear Mr. Baxley,
This letter is to serve as written notification of a pit overflow which occurred at
S2, facility number 52-703, on August 03, 2004. The overflow, which was called in on
the morning of August 03, 2004, was the result of a valve plug. The valve is part of the
new technology system and is used to increase the amount of effluent stored in the
primary holding tank. The pit is equipped with an overflow protection pipe, which suns
into the primary tank and then will run out the overflow on the tank, via the valve which
became plugged. Approximately 200-300 gallons exited the pit and was contained in a
stormwater divcl:sion ditch using an earthen darn. The effluent was reclaimed and
pumped back to the lagoon and on the adjacent spray field using two trash pumps. The
effected area was flushed and pumped to the lagoon and spray field until DWQ inspectors
could inspect the site. The valve was repaired by removing the gate and seating tne, top
of the valve with a steel plate. The line is now unrestricted and goes directly from the
overflow on the tank to the lagoon.
If you have any questions please do not hesitate to contact me at [phone].
Sincerely,
Jeremy 1). Ifll
Environmental Compliance Manager

PREMIUM STANDARD FARMS
OF NORTH CAROLINA, INC.
P.0.BOX 349 CLINTON, N1C 2.9329-0349
PH ONE: 9 1 0- 5 9 2- 2 1 0 4
FAX: [phone]
December 16, 2004 ram+ ('.� ze S2 _ —776 3
Mr. Todd Bennett,
Departn3ent of Environmental and Natural Resources
Division of Water Quality
Fayetteville Regional Office
Systel Building
725 Green St., Suite 714
Fayetteville, NC 28301-5094
Mr. Bennett,
The enclosed package contains the pen -nit modifications from McGill
Environment on the Solid Separation project at the S2 Facility on Giddensville Road.
Upon reviewing the package please contact Martin Guthrie [phone] or Jeremy
Hill [phone] with questions relating to Premium Standard Farms. Questions
concerning the project itself may be directed to Lynn Lucas at [phone],
Sincerely,
Jeremy D. Hill
Environmental Compliance Mngr PSF

f
P.Q. Box 129
Morrisville, NC 27560
919-467-1239
)NNELL
& AssociAm, P.c.
December 06, 2004
Mr. Todd Bennett,
Department of Environmental and Natural Resources
Division of Water Quality
Fayetteville Regional Office
Systel Building
225 Green St., Suite 714
Fayetteville, NC 28301-5094
Re: McGill Environmental Systems of North Carolina, Inc.
Premium Standard S-2 (formely Dogwood) Farm
Swine Waste Collection, Treatment, Storage and Application System
Sampson County
Permit No. AWS820703
Permit Modification Request
MacConnell & Associates, P.C. Project No.: A23101.00
909 Aviation Parkway
Suite 1400
Morrisville. INC 27560
Fax [phone]
On behalf of the Premium Standard S-2 (formely Dogwood) Farm, we are pleased to submit a
permit modification request for the existing animal waste operations. This letter outline the
changes proposed from the original permit. Please fund enclosed the revised drawings which
indicate the proposed changes.
The following changes are proposed:
1. Greenhouse/fitter beds numbered # 1 and #4 i.e. the first bed out from breeding barn and bed
next to lagoon are to be eliminated.
2. Greenhouse/filter identified as #2 and #3 on the original permit are to be renamed as #1 and
#2, respectively.
3. The optional chemical treatment process module located between greenhouses and breeding
barn is to be eliminated.
4. A mobile dewatering system currently used by McGill to service a number of municipal and
industrial clients will be used as a component in the overall system for this farm. The effluent
will be pumped directly from the equalization tank to the dewatering box. No components of
the mobile system will be installed on firm.

14
5. All other components will be installed as shown. All major components are already installed.
Some piping needs to be completed prior to start-up.
6. Flow to the treatment system will be controlled by the 10-inch gate valve (at outfall to lagoon)
based on removal efficiency of the two greenhouses. Up to 100% of the effluent stream from
the swine operation may be diverted through the greenhouses. However, because of the size
reduction of the treatment systern, it is expected that some portion of the weekly discharge
from the barns will be discharged directly to the lagoon. Actual volume diverted will be
determined through system operation.
As always, we thank you for your assistance and quick response to this application Please call
me or Nitin Khanna, at [phone], if you should have any questions, comments, and/or
require additional information.
Sincerely,
Crary S. MacConnell, P.E.
President
cc: Lynn Lucas

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
I 09ow'A
NCDENR
NORTH CARbLINA DEPARTMENT Or
ENVIRONMENT AND NATURAL RESOURCES
June 5, 2001
PREMIUM STANDARD FARMS OF NORTH CAROLINA, INC.
S-2 JON 12 2001
PO BOX 349
CLINTON NC 28329 DWQ
ATTN: DAVID H. JAMES
Subject: Certificate of Coverage No. AWS820703
S-2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear David H. James:
In accordance with your Notification of Change of Ownership received on May 4, 2001, we are
forwarding this Certificate of Coverage (COC) issued to Premium Standard Farms of North Carolina,
Inc., authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. This approval shall consist of the
operation of this system including, but not limited to, the management of animal waste from the S-2,
located in Sampson County, with an animal capacity of no greater than 3400 Farrow to Wean and the
application to land as specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
Certificate of Coverage Number AWS090166 dated November 4, 1999, and shall be subject to the
conditions and limitations as specified therein. Pursuant to this COC, you are authorized and required to
operate the system in conformity with the conditions and limitations as specified in the General Permit,
the facility's CAWMP, and this COC, with no discharge of wastes to surface waters. An adequate
system for collecting and maintaining the required monitoring data and operational information must be
established for this farm. Any increase in waste production greater than the certified design capacity or
increase in number of stocked animals above the number authorized by this COC will require a
modification to the CAWMP and this COC and shall be completed prior to actual increase in either
wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820703
S-2
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding- .,
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water
Quality Staff may be reached,.at [phone]. If you need additional information concerning this
COC or. the -General Permit, please contact JR Joshi at [phone] ext. 363.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
a etteville Regional Office, Water Quality Section
rnpson County Soil and Water Conservation District
Permit File
NDPU Files

. t
��� W A rE9Q Michael F. Easley, Governor
William G_ Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
7 t7 Alan W. Klimek, P.E. Director
2 — U Division of Water Quality
September 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
PREMIUM STANDARD FARMS OF NORTH CAROLINA, INC.
FARM S-2
623 S E BLVD
CLINTON, NC 28329
Dear Sir or Ms.:
[IRI :
EG IL LL REC�1G'W
Subject: Phosphorus Loss Assessment Too]
Farm S-2
Permit Number AW1820703
Facility 82-703
Sampson County
The Division's records show that a completed PLAT Form has NOT been submitted for this facility. If
our records are in error please resubmit the completed PLAT Form for this farm.
There is a condition in your Animal Waste Management General NPDES Permit addressing the
completion of the Phosphorous Loss Assessment Tool for your animal feeding operation upon
notification by the Division of Water Quality (Division).
Your Individual Permit Number AW1820703 Condition I.6 states:
"If prior to the expiration date of this permit either the state or federal government
establishes Phosphorus loss standards that are applicable to land application activities at a
facility operating under this permit, the Permittee must conduct an evaluation of the facility
and its CAWMP under the requirements of the Phosphorus loss standards to determine the
facility's ability to comply with the standards. This evaluation must be documented on
forms supplied or approved by the Division and must be submitted to the Division. This
evaluation must be completed by existing facilities within six (6) months of receiving
notification from the Division.
The method of evaluation is the Phosphorous Loss Assessment Tool (PLAT) developed by NC State
University and the Natural Resources Conservation Service. PLAT addresses four potential loss
pathways: leaching, erosion, runoff and direct movement of waste over the surface. Each field must be
individually evaluated and rated as either low, medium, high or very high according to its Phosphorus
loss potential. The ratings for your farm must be reported to DWQ using the attached certification form.
The PLAT forms must be kept as records on your farm for future reference.
The Division's records show that you received the notification to conduct PLAT on January 11, 2005. To
avoid possible enforcement action for a violation of your permit, The Division of Water Quality requests
that the following items be addressed:
Aquifer Protection section 1636 Mail Service Center
Internet: www.ncwatc[quality.or2 Locatiow 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer- 50%Recydedl10% Post Consumer Paper
N rthCarolina
;FGMA ;
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax l: [phone]
Fax 2: [phone]
Customer Service: [phone]

1. Submit justification for not responding within 180 days of receipt of the PLAT notification
letter.
2. Consult with your technical specialist and submit a written schedule for completing the PLAT
evaluation.
Failure to comply with the above conditions may result in a civil penalty assessment for the facility.
Please be advised that this notice does not prevent the Division of Water Quality from taking enforcement
actions for any past or future violation. Furthermore, the Division of Water Quality has the authority to
levy a civil penalty of not more than $25,000.00 per day per violation.
Please provide this office with a written response on or before September 30, 2006.
If you have any questions regarding this request, please do not hesitate to contact me at [phone] or
contact the Fayetteville Regional Office at [phone]. Thank you for your cooperation.
Sincerely,
Duane Leith
Animal Feeding Operations Unit
cc: Fayetteville Regional Office
Facility File 82-703

'9 2-W) 3
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
S2
Premium Standard Farms
PO Box 349
Clinton, NC 28348
910-592-2104
11-24-2006
This plan has been
Michele Christensen
Premium Standard Farms
623 SE Blvd
Clinton, NC 28329
910-592-2104 x
Developer Suture
RE FIVEp
JAN 0 3 2007
OENR-FAYE1TE11ILLE REGIONAL 0FH2
Type of Plan: Nitrogen Only with Manure Only RECEIVED r awn
YP g Y Y AQIJIFpR pRnTFr,T1nnl s>'CTIflK
DEC 2 9 2006
Own er/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
0 waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
lan.
Signature caner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature ate
---•-•----------------------------------------------------------•-•--•------------------- ----------------------------------------------------------------
U644904 Database Version 3.1 Date Printed: 11-24-2006 Cover Page 1

(1
CL )
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 10,890,200 gals/year by a
3,400 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated pounds of Plant Available Nitrogen Generated per Year
Broadcast
16805
Incorporated
28861
Injected
31784
Irrigated
18267
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
18,267.
26016
-7,749
15,510,163
-4,619,963
Year 2
18,267
27271
-9,004
16,258,275
-5,368,075
-------- ------------- ----------
Note: 1n source b. S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
644904 Database Version 3.1 Date Printed: 11-24-2006 Source Page 1 of 1

Narrative
Facility Number 82-703
Premium Standard Farms - S2 Farm
,Design Capacity - 3400 Swine Farrow to Wean
This revision replaces the 12/4/05 plan created by technical specialist Jeremy D Hill. The plan was
revised to reflect changes in the application method on part of the farm and to add an additional pivot and
pull. The cropping rotation and application rates remain the same as from the previous plan. This plan is
based on the wettable acres on the farm and displays the same in the calculation tables.
Due to the large deficit noted in this plan it is permissable for cotton to replace the care in the
corn/wheat/soybean rotation displayed in the plan. If cotton.is used the agronomic rate will be 60 lbs/ac
with the application window being March 15 - July 31. This agronomic rate already takes into account
the residual nitrogen that must be accounted for because of the prior crap being soybeans. The deficit in
the plan may allow for other crops to be planted and the producer is incorporating the amendment for
short season crops from the previous plan into this one.
............. ---------------------------------------------------------------------------------------------------------------------------------------------------
�� 644904 Database Version 3.1 Date Printed: 11-24-2006 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index fDr each field is shown,
(�Nhere available.
Planned Craps Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
lndex (L[)
Soil Series
Crop Sequence
RYE
10051
Pivot 1
74.20
74.20
NIA
Lyncbbull
Cum, Grain
125 bu-
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10051
Pivot 2
40.20
40.20
N/A
Foreston
Corn, Grain
• 120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
34 bu
10051
Pivot 3
26:36
26.36
NIA
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
10051
Pull 1
3.24
3.24
N/A
Lynchburg
Corn, Grain
125 bu.
Wheat, Grain
55 bu
Soybeans, Manured, Double Crop
39 bu-
0 PLAN TOTALS- 144.00 144M
-
Patenttall eachin
-
2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
Zone.
High potential to contribute to soluble
Nutrient Management (59D) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), long -Terns No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
644904 Database Version 3.1
Date Printed 11/24/2006
NOTE: Symbol * means user entered data.
PCs Page 1 of I

The"k..-dste Utilization table shown below summarizes the waste utilizatib.-dlan for this operation. This plan provides an estimate of the numb�f acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year a
Tract
Field
Source
ID
Soil Series
Tout]
AcTes
Use_
Acras
Crop
RYE
Applic-
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Cam
Fert.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applies
Methud
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
Menu
pplied
(acre),
Solid
Manure
Applied
(acne)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
low
gal/A
Tons
i000 gals
tons
10051
Pivot 1
59
Lynchburg
74.20
74.20
Com, Grain
125 bu.
2115-6/30
135
0
20
brig.
1 115
68,56
0.00
5,087.21
0,00
10051
Pivot 1
S9
Lynchburg
74.20
74.20
Wheat, Grain
55 bu.
911-4/30
106
0
0
brig.
64
37.92
0.00
2,813.45
0.00
10051
Pivot 2
S9
Foreston
40.20
40.20
Com, Grain
120 bu.
2115-6/30
137
0
20
Irrig.
117
69.75
0.00
2,804.08
0.00
10051
Pivot 2
S9
Foreston
40.20
40.24
Wheat, Grain
55 bu.
9/14130
115
0
0
Irrig.
69
41.14
0.00
1,653.69
0.00
10051
Pivot 3
S9
Lynchburg
26.36
26.36
Com, Grain
125 bu.
2/15-6i30
135
0
20
Irrig.
115
68.56
0.0
1,807.26
0.00
10051
Pivot 3
S9
Lynchburg
26.36
26.36
Wheat, Grain
55 bu.
911-4/30
106
0
0
brig.
64
37.92
0.00
999.49
0.00
10051
Pull I
59
Lynchburg
3,24
3.24
Corn, Grain
125 bu.
2/15-6/30
135
0
20
brig.
115
68,56
0.00
222.14
0.00
10051
Pull 1
S9
Lynchburg
3.241
3.24
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
brig.
64
37.92
0.00
122.85
0.00
Total Applied, 1000 gallons
15,510.1
.
Total Produced, 1o00 gallons
10,890.20
NMI I
Balance, 1000 gallons
-4,619.96
Total Applied, tons
„ 1
0.00
Total Produced, tons,
0.0
Balance, tons
u '
0.00
Notes: 1. In the tract column, symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
644904 Database Version 3.1 Date Printed: 11/24/2006 WUT Page 1 of 2

Waste "nation Table () Year 2�
FTrmacteld
Source
ID
Sail Series
Total
Acres
Use.
Acres
Crop
RYE
Appfia,
Period
Nitrogen
PA
Nutrient
Req'd
(IWA)
Comm.
Fart,
Nutrient
Applied
(ibs/A)
Res,
(lbs/A)
Apptic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
Menu
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000 '
gal/A;
Tons
1000 gals
tons
10051
Pivot I
S9
Lynchburg
74.20
74.20
Wheat, Grain
55 bu.
9/14/30
106
0
0
brig.
42
25.28
000
1,875.63
0.00
10051
Pivot I
S9
Lynchburg
74.20
74.20
Soybeans, Manured, Double Crop
39 bu.
411-9/15
151
0
0
Irrig.
151
90.0Z
0.00
6,679.73
0.00
10051
Pivot 2
S9
Foreston
40.20
40.20
Wheat, Chain
55 bu.
9/1-4/30
115
0
0
Irrig.
46
27.42
0,00
1,102.46
0.00
I0051
Pivot 2
59
Foreston
40.20
40.20
Soybeans, Manured, Double Crop
34 bu.
411-9115
133
0
0
Irrig,
133
79.29
0.00
3,187.54
0.00
10051
Pivot 3
S9
Lynchburg
26.36
26.36
Wheat, Grain
55 bu.
911 4/30
106
0
0
brig.
42
25.28
0.00
666.33
O.Oc
10051
Pivot 3
89
Lynchburg
26,361
26.36
Soybeans, Manured, Double Crop
39 bu.
411-9/15
151
0
0
Irrig,
151
90.02
0.00
2,373,01
0.00
10051
Pull k
S9
Lynchburg
3.24
3.24
Wheat, Grain
55 bu.
9/14/30
106
0
0
Irrig.
42
25,28
0.00
81.90
0.00
10051
Pull t
S9
Lynchburg
3.24
3.24
Soybeans, Manured, Double Crop
39 bu.
411-9/I5
151
0
0
twig
151
W02
ODO
291.68
0.0
Total Applied, 1000 gallons
16,258.27
=1
Total Produced, 10DO gallons
10,890.20
11I IT11M
Balance, 1060 gallons
-5,368.071}
tff
Total Applied, tons
0.00
Total Produced, tons
ggM)
i
!�101i
0.00
Balance, tons
�j
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
644904 Database Version. 3.1 Date Printed: 11/24/2006 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must applyat a rate that will not result in
t )moff. This table provides the maximum application rate per hoar that may be applied to each field selected to
`receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(incheslhour)
Application Amount
(inches)
10051
Pivot 1
Lynchburg
0.50
1.0
10051
Pivot
oreston
0.50
1.0
10051
Pivot
hburg
0.50
1.0
10051
Pull
fthburg
0.50
l.0
0
644904 Database Version 3.1 Date Printed 11/24/2006 IAF Page 1 of 1
NOTE: Svnthn] * meanc nw—.r entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
13.16
100.75
201.49
30224
-4ay 6 ton R.Y.E.
300
26.32
50.37
100.75
151.12
oybean 40 bu
160
14.04
94.45
199.90
283.35
-------------..----------------------------------------------- --------------- ------ .----------------------------------------
( ] 644904 Database Version 3.1 Date Printed: 11-24-2046
-------- ---
Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the fast crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Wa.-,te StoraLye Cnnseity
Source Name Swine Farrowin-Weanling La oon Liquid
Design Storage Capacity a s
Start Date 9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
1
2
100
1
3
136
1
4
173
1
5
180
1
6
180
1
7
149
1
8
118
1
9
135
1
10
151
1
11
168
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------•-- - - ---------------------------------------------------------
( 644904 Database Version 3.1 Date Printed: 11-24-2006 Capacity Page I of 1

t�
Required Specifications For Animal Waste Management
L 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 that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications 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 eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
-

7. Liquid waste shall be applied at- rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Wastelnutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
--------------------------------------------------- -----------------
644904 Database Version 3.1 Date Printed: l ]/24/2006 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields 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 vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.).. Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
0 18. if animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plant'
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
OD a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
24. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
---- ----------------------------------------------------------------------------------------------------------- -----------------------------------------
( j 644904 Database Version 3.1 Date Printed: 11/24/2006 Specification Pap-e 3

r)
0
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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application -rate than a -nitrogen -based rate. Zinc and -copper levels in the
soils shall be monitored and alternative crop sites shall be used. when
these metals approach -excessive levels. pH shall.be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three 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.
----------------------------------------------------------------------------------------------------------------------- ------.-----------------
644904 Database Version 3.1 Date Printed: 11/24/2006 Specification Page 4

O�O� W A rFgp� Michael F. Easley, Governor
William G. Ross Jr., Secretary
X 7
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of water Quality
July 1, 2007 -
Premium Standard Farms Inc - Southern Pork Operations
S-2 >' JUN 27 2037
Po Bo X349
Clinton, NC 28329-0049
Subject: Certificate of Coverage No.AWS820703
S-2
Animal Waste Management System
Sampson County
Dear Premium Standard Farms Inc - Southern Pork Operations:
In accordance with your application received on 30-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Premium Standard Farms Inc - Southern Pork Operations,
authorizing the operation of the subject animal waste management system in accordance with General
Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the S-2, located in Sampson County, with an animal capacity of no greater than the
following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 0 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 3400 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Pleasepay
careful attention to the record keoing and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwateruuality.orE Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturidy
Telephone: [phone]
Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed. to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A namelownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820703

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
RECEIVED
March 7, 2007
David H. James
Premium Standard Farms of North Carolina, Inc. DM -FAYE LLE REGIQN►u.OMCE
PO Box 349
Clinton, North Carolina 28329
Subject: Withdrawal of Permit Application
Application No. AW1820703
S-2
Innovative Animal Waste Management System
Sampson County
Dear Mr. James:
The Division of Water Quality (Division) received your permit renewal application for the innovative
animal waste management system at the S-2 facility on October 2, 2006. In response to the letter from
Mr. Grady Dobson, Manager of Environmental Affairs, dated March 5, 2007, the Division is withdrawing
your permit application. Included with this letter are the application materials you submitted to the
Division. If you wish to proceed with this project again in the future, you will need to submit a new
application for individual permit coverage. If you have any questions regarding this matter, you may
contact me at [phone].
Sincerely,
Todd A. Bennett
Environmental Engineer
Attachments
cc: Fayetteville Regional_Office,.Ayuifer,Protection Section,
AFO Unit Central Files
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterquality_org Location: 2728 Capital Boulevard
An Equal OpportunitylAiBrmative Action Employer— 50% Recyded110°% Post Consumer Pager
NorthCarolina
Nawra!!y
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax l: [phone]
Fax 2: [phone]
Customer Service: [phone]

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of water Quality
December 1, 2006
CERTIFIED MAIL RECEfV�D
RETURN RECEIPT REQUESTED
Premium Standard Farms Of North Carolina Inc DEC 0 6
S-2
623 S E Blvd 0EMM _ FA�l LULF RFGIONAi ONCE
Clinton, NC 28329
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at htV://h2c).enT.state.nc.us/aps/afouldownloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your „continued coverage under one of these two types of 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
NPDES General Permit.' The application form must be completed and returned by Janua 2 2007. Please note you trust include
two (2) copies of your most recent Waste Utilization Plan with the 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 draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820703
Premium Standard Farms Of North Carolina Inc
Aquifer Protection Section 1636 Mail Service Center
Internet_ www.nL1ya1Muality.oTg Location: 2729 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Reryded/10% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
N�o�tItCarofina
(919) �!!`_a_turally
[phone]
[phone]
[phone]

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PIN: 13007878006
OWNER: M-B FARMS SUB, LLC
OWNER ADDRESS:
C/O HEATH, JORDAN
OWNER CITY: WARSAW
OWNER STATE: NC
OWNER ZIP: 28398-0856
ACREAGE- 729.3
APM 2521-#002
BK PG: 1691/819
DATE RECORDED: 8/31/2007
LAND TAX DEFERRED: 0
ASSESSED VALUE: 6085387
TOTAL TAX VALUE: 6GB5387
SITE ADDRESS: 320 BIG FARM LN
TWP CODE: 13
TAX CODE: F17
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USE DESC:
SWINE BREEDINGISWINE
BREEDINGISWINE GESTATION
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HOUSFSWINE FARROWING
HOUSJOFFICEISTORAGEILEAN TO
OR ATTACHED SHEDISWINE
NURSERYISWINE BREEDINGISWINE
GESTATION HOUSISWINE
GESTATION HOUSISWINE
GESTATION HOUSISWINE FAR
PARCEL CLASS: AGRICULTURE
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GEO_PIN: 2521679192 V
CALC ACRES; 634.30446.6
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6/8/201,

DIVISION OP' WATER QUALM
GROUND VATER SECTION
IB Sao
M E-MOBANnUNI
Regional Office
FROM: avrt �Ulslr fla�e�
SUBJECT: Application for Perrrrit Reneoval,
New Permit
CO. -III NTS:
IRWMttktn,t.. -9rV—
66") ott3l
71191 o t 0 ao �LaTl\t L 4+o6b,
RECEIVED
W11-9 2001
FAYMEVILLE
AEG. OFFICE
Cr�.� oF- •�-�S
pro NaT-
Permit rtmeiarlrr+errl
Repair/ftlteration of Exist. Disposal System tDEEHaIfb] 6/(o�/ol.
Facility i\arne: ] fle1ln t uyn 57td• Fgron S2,
County: '54 11h.4J 50 ,E _
t�
Type of Project: �T U -Au Ci/i —
APPLICABLE PERNIIT 1\O.s: WQ
DEH
EPA (CONST. GRANTS)
ANIMAL WASTE (DWQ) ;4i)-1 8� C % 3
AtoC
The Groundwater Section has received ONLY ONE, (1) copy of the referenced permit application. A copy of the
application should have been sent to your Regional Water Quality Supervisor, so please use that copy for
Your review - IF A COPY HAS NOT BEEN RECEIVED aN THE REGIONAL OFFICE, PLEASE LET ME
kNoW.
XThe Groundwater Section has received ONLYOVE f 1) copy of the referenced permit application. A copy of the
application should have been sent to t, so please use
that copy for your reviciv - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
The Groundwater Section received two (2) copies of the referenced permit application. One copy of the
application documents ►ve received is attached.
Please review the application materials for completeness. If you feel additional information is necessary, please
let me know no later- than _ "7�$ f O_ ( A copy of any formal request for additional infoniiation
will be forwarded to you.
If you do notecd ny additional information to complete your review, please provide your final comments
by r �D j
j�. If you request and/or receive additional information,
19-98TRAN.SHL (rev. 9129/9S)

'State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
MEMORANDUM
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
TO: Paul Rawls :�;i 4)01 13 ! C=)
Debra Watts
FROM: Sue Homewood
RE: Permit for McGill Environmental Systems Innovative Technology
Facility 82-703, Sampson County w.
Please find attached the submitted permit application regarding the permit for above referenced
innovative technology to be constructed on an existing swine farm. Please note this project is not funded
the Smithfield Farms Agreement.
Please have staff review the attached information and submit your written comments directly to me.
If you have any, questions regarding this project or the proposed process please do not hesitate to contact
me immediately.
Cc (memo only):
Permit Application File AWI820703
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINA L)
Innovative Permit -- Existing Animal Waste Operations
AIMS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
1. GENERAL INFORMATION:
1.1 FacilityName: S2
c, r ��
1.2 Print Land Owner'sname:�rn�Lt� �f1c]fit(C��f^1S dr
1.3 Mailingaddress.
City, State: C1 %40 f 1 t i p Zip: a 83 q
Telephone Number (include area code)�q 10) 59.) - 410 4
1-4 County where Tactility is locateri SGM pson
1.5 Facility Location (Directions from serest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Ic Kt N C y 0 3 � S q0 , i..rn
Pic�h� am SQen(CA Cta �rnv<l Ii1 S� s7kjn.-T�iU ii �} On �iC1C;tn3vi11t T-C,
is AQprax. 3 rr0e-T on lf�� s"tk a� CA' S7.
1.6 Print Farm Manager's name (if differerit from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed):
1.8 Date Facility Originally Began Operatioa:j4?/qy
1.9 Date(s) of Facility Expansion(s) (if applicable): M_
2. OPERATION INFORMATION:
2.1 Facility No: ?a- 7 Q 3
2.2 Opm-ati,,n Dtscription
Please enter the Design Capacity of the system. The 'No. of Animals" should be the maximum number for which the
waste manageusent structures were designed-
lypq of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ wean to Feeder ❑ Layer Dairy
❑ Feeder to Finish ❑ Non -Layer
❑ Beef
Farrow to Wean (# sow) 3qOO ❑ Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Other Type of Livestock on the f=: No. of Animals:
FORM: AWO- INN -Existing 4/5/01 Page I of 4

Project Narrative
The innovative waste treatment system proposed by McGill EnvironmenW Systems of North Carolina, Inc.
(McGill) has been designed to treat approximately 30,000 GPD of wastewater generated by the existing
Im barns at the Dogwood Farms facility located in Sampson County. The intent of the design is to utilize
existing technology to create a treatment process which can cost effectively treat the wastewater to a level
which can be reused at the farm. The goal of the proposed treatment system is to reduce the total nitrogen -
It phosphorus -potassium (N-P-K) concentration by 75%.
A gate valve will be installed on the existing 10-inch outfall connecting the barns to the lagoons, and the�"�
IRA -
pipe will be extended to a new 38,000 gallon flow equalization tank. The gate valve will allow the treat-
ment system to be isolated if necessary. A Houle 3-inch liquid transfer pump will transfer the wastewater
from the flow equalization tank to two elevated Key Dollar solid separators in series. The first separator
will reduce the total N-P-K concentration by 15%. The second separator is intended to reduce the N-P-K
concentration an additional 5%. Solids from the separators will drop onto a watertight roll -off container
provided by McGill_ The containers will be located on a concrete pad. These solids will be transferred to
the McGill facility located in Delway whenever necessary (probably every two to three days). Filtrate from
the separators will flow by gravity to a 38,000 gallon dosing tank, The dosing tank, will provide two
additional treatment options: S 0 "'o
Option 41 (primary option): A pump will transfer the wastewater from the dosing tank to a series of green-
houses- The greenhouses will essentially act as a large organic filter. Initially, each greenhouse will be
designed to receive two inches of wastewater per day. As the wastewater treatment system is evaluated,
Q '104thesc rates may be increased or decreased to ensure maximum efficiency. The wastewater will be applied
k)t,.v-`�'tat approximately one half inch per dose with four doses occurring daily. Each house will provide approxi-
1�'&Vow mately 5,900 square feet of irrigation area. A single row of sprinklers will distribute the wastewater evenly
ate^ throughout the greenhouse. The filter will consist of a patented media consisting of compost, soil, gravel
and other organic material. No synthetic materials will be utilized in the media. The media will be
provided by McGill with various mixtures being evaluated. Various cover crops will also be evaluated
with the likely scenario of fescue and coastal bermuda being utilized. A 40- or 60- mil HDPE synthetic
liner will be used in each filter to ensure protection of the groundwater table. The treated wastewater will
flow by gravity to a 38,000 gallon collection tank. At this point iii the treatment system, the N-P-K reduc-
tion goal of 75% will be achieved.
Option #2 (secondary option): If necessary, a second pump will be installed in the dosing tank to transfer
wastewater to an optional chemical treatment process_ Any combination of alum, ferric chloride, lime,
polymer, and chlorine will be incorporated into the wastewater to reduce the nitrogen, phosphorus, and/or
potassium concentration. A settling tank will allow the flocculate to drop out of the wastewater. The
accumulated solids will be transferred to a sludge holding tank for removal. by McGill. if the reduction
goal still has not been met at this point in process, an air stripping tower will be incorporated into the treat-
ment system_ The treated effluent will flow by gravity to the 38,000 gallon collection tank.
From the 38,000 gallon collection tank, the treated effluent will be pumped into the farm's existing recircu-
lation system which transfers wastewater from the lagoon to the flushing pits located under the barns. All
three tanks proposed in the treattnerrt system: the flow equalization, dosing, and collection, will have
gravity overflows which will allow the wastewater to flow to the lagoon if the power goes out for an
Wended period of time. In addition, the gate valve at the beginning of the system could be closed to
prevent wastewater from flowing to the gent system during a power outage.
1

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