820724_CORRESPONDENCE_20171231

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PLAN
OF
ACTION(Poa)
FOR
HIGH
FREEBOARD
AT
ANIMAL FACILITIES
Facili
Number:
82.724
County
SamP6on
-
,
€
Facility Name:
Certified
Name:
Oak
Branch II
Pet Arson
I
Operator
Mike
Operator
Number:
AWA 198651
liquid
in
the to
1. Current level(sj
lowest point on the{
in the lagoon to the
top
bottom
inches as. measured
i 1 I
of the dam for lagoons
of the spit way for
from the
without spillways;!
lagoons w
current liquid
! and
h spillways.
from
level in
the currenti
lagoon the
MIA level
Lagoon 1 Lagoon
Lagoon NamenD.-
2
Lagoon 3
Lagoon 4 Lagoon 5
spillway(Ylor N): I N i I i I
I I I I
I I I i I
i
Level(in): 16
2. Mmsl
Check all applicable
lj
Lj
Liquid-level-is-within-the-designed-structoral-freeboard
r f ! I ' I r i
Five and 3� day Plans of Action
elevations of one
' 1 I 1 i
are attached. Hydraulic and agronomic
-or -more
,
balances
structures.
� , !
are
within ptable i n s es.
I I I I I f
{
X Liquid level is within the 25 year
24 hour storm elevations for one or more
structures.
A
130 `day Plan of Action is attached
i Agronomic balance is within acceptable
I
range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and haiiledl is reflected in section Ili tables. Iriciuded'witliin this planks a List
I I i ' I I ' I I I I I 1 I F i ! I
of the proposed sites with: relatedlfacility numbers, number of acresland receiving crops
information. Contact and secure approval from the DWQ prior to transfer of wasteto a site
not covered in the facility's CAWMP.
I . .-� _) l .�lly-
willIII in be partiatty or fdepopulated. i
'Attach a complete schedule withlcorresponding animal units and dates fro depopulation
I I I I 1 I I I- 1 J l_ !.. ..� -._ I_ f_ �i.,�..
`if animatsiareito-be-moved-to another permittedJJ'faclilty, provide fa Iity.number, lagoon
I i ' I.
I 1 , I � I I 1
freeboard levels and head population for the receiving facility
3. Earliest
i
[ � I I I.
possible date to begin lland application ofjwaste: las conditions permit
I hereby
II IIll1lI
certify that I have reviewed the information listed above and it cl ded within the
attachid.I
accurate
t
' j I I ' I i I E
uni of Action,.andIo.the best of-my-knowtled�e and abitiiy, the infoIrmation-is
and correct,
1
I
Michael Peterson Phone: [phone] B
a iility' IJwnerlManager (print) i I H
K--
Date: 9l2812018
aoilierlMan agar
I � I

N
It.
HA
8 Struciurebd I I I ! i I I I I I linelm J I! 1 jib RANI I
3.+-4 +
NOT LIST PI1=L.D8 TO WHIcH PAN CANNOT BE APPUEC DURING THIS 30DAY PERIOD.
o. tract
#
p. field
#
[I. Crop
C, acses
s. remaining !RR
2 PAN balance
1
t TOTAL PAN
BALANCE K R
u, *,j(Ndtion window'
1 1
1 1
1 1
1 1 1 1 1 1
1 1 1 1
1 f 1
I I I
1 1 1
F--1----t--t--i
I-T-71
I I
1 1 1 3
Fescue H 11 I
1 1 1.86
1 1150.00
1 1279.0
Aug1 -IJu 4 31
1 I
! I 1 4
Fescue H I I I
I 1 4.97
1 1150.00
1 1295.5
Au j 1 -jJu ' 31
I I
I k 1 5
Fescue (HI
I I
1 1 3.72
1 1150.00
1 1558.0
Aul 1 -IJul' 31
1 1
1 1 1 1
1 1 1
1 1 1
1 1 1 1
1 1 1
1 1 1
1 1 1 1
l l
l l l
i l l
l I l
I l l i
f l l
1 1 1
1 1 1 f
1 1
1 1 1
1 1 1
1 1 1
1 1 1 f
l 1 1
I I I
I I I I
IT
�--I`�--I•-
--
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f l
k l l
1 1 1
1 1 1
1 1 1 1
1 1 1
I f l
l l l l
f l
l i l
f 1 1
1 1 1
1 1 1 1
1 1 1
1 1 1
1 1 f l
1 1
1 l 1
I I I
I I 1
1 1 1 1
1 1 1
1 1 1
1 1 1 1
1 1
1 1 1
I f
I I I I
i I f 1
1 1 I
1 1 1
1 1
l l
I I
1 1 1
I I
I I I I
1 1 1
I I I
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f
u l l
I I
I I f l
1 1 1
I I I
I I I
I I
I I
PoA (30 Day) 2/21/00

ONO
W
N
DD
CO CO CO
W W W
N N]
00 [ m�
X. Crop-s
F o
Y. Overall
m CO 00(�01 CAOO 00 Oo CO Gtl Co CO OD CO CO Co I00
W W 'A A W w W W A W� W„ W� W_... W,..._W,.,A
N a I W"g"N'"�1�m JppeN C71 m ppp FD yN tt�IN N •CO
CA 00 N 1 D, �OD W ry CO OD} CO N
remaining `PAN balance (Kline v from section III) =
I 1 I i
PAN balance by - x) =
� m m CO CD CO QO
W W W W A
�1 N"'- N 07 TO 3
00� 06 AAA I W W W A
II 111132.51ilb. AN
- §4 11
II €i-114;€Ib. SPAN
I 3 1,
Line ylmusCshow as a tleticik ff ine y does not show as a de 161L lisf course of actio�here including pump and
I I l I I , , � E 4 1 I I I I I• I
haul, depopulation, nerd reduction, etc_ IFor�pump & haul and herd reduction options, recalculate nark PAN
based on new information. If new fields arelta tie included as an option for lowering lagoon level, add these
ance. k animal waste jis to 6elhauledito
fields to tNe AN balance table r and recalculate the 64all PAN ballation
another permitted_facxlityj provide_infi rmation_regang_the_herd.popu_and-lagoonfreeboard.levets-at the
receiving facility. 1 l i l ( l l i l
NABRATIVE:I
Irrigation
available
I 5 I
ontal existing
for pumping
I
spray ;fields
Ef needed.
will continue
ISample
taken
1 S
as weafherland
on j21312014
has
field
not
F
conditions
been
I 4
permit.
completed
1
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by
I
NCA.
land
is
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N N N N N N N N N N N N
OD R� OD m W W 07 W W Oo O17 W
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kNsflF
ACTION
(PoA)
FOR HIGH FREE BQARD AT l1lIAFACILITIES
30 DRAW DOWN i PERIOD
rL
i I
PAN
TO
BiLAND,
1p
fjl
IDAYr
1I
S
re
ame/Identifierl(ID
,
La 'oo 1 I I I I I
I
2_
lucti
Current
liquid
i
IlVol u€I me
in 25 yr.124
I i
hr. storm storage & structural Ifr Ibo Ird
a.
cur ent
liquid le
I acwrdii g to marker rk Ir
I 116.0
inches
b.;designed 25
Jnchel
yr/24hr. storm 8structural freeboard
€ 1260
C. �linejb - linea (inches in red zone) I
10.0 inche!
d. top of dike surface area according
sto design
C(arP.ia a be i wuct`lral'11 bo r elewat�on}
114176 ft-
I I! II f
e. line c112 x-Iine d'01. 8 gallanslft'
71j1697 gallon
3-
Projected
volume of waste liquid induced d ring draw down period
I Itor Ige period Iccording desi i
f. empor ry to structural n
l I 11 l_ i LLL. _J.
g-volume f i 5te -pro due ed according to structural d gn
i
I
I 1180 days
J4947.6 i#*
f
h. ljcurrent herd # 3000 ce I if I herd # I 1288Q
actual i wl st I proI uoed = curt Int herd # X line =
g
certified herd #
9$9Q4 ft4
i.
volume of was
water
according
to
structural design
1
6272&.4 ft3
j. excess
rainfall over
evaporation
aocording
to design
84403 ft'
130617211 gallon;
k. (lines h
+ i + j) x 77
x
30 days line f=
1
a.
Togl
PAN
to be landpplied
during
draw
downperiod
1. current
waste analysis
i at
i I 1 8/15/2018
.0 i I I/1
1 7
M. ((lines e
+ kl)/1000)
x line
I =
I
110,18
lbs.
P�
T SECTION
M the
next
1 FQR
Structure
EACH
talc
WASTE
shown
STRUCTURE
�10'w)
ON
SITE.
PoA (30 Day) 2/21/00
10 gal_

search ofoaoozS Page 1 of 2
Z.
Aors- 8Z, 0 7Z tt�;--
Incident Decedent Detailsl Details2 Freeboard Levels Events Related Incidents
* Incident Type: Non -Compliance Reporting Incident Number : 201
Category: APS - Animal
* Started Date/Time : 12/22/2009 05:00 pm
* County: Sampson Farm #: 820
Decimal DD:MM:SS
Latitude:; Position Accuracy: —Select Value —
Longitude: ? i Position Method: —Select Value---
Position Datum: --Select Value ---A
Reporting Person: 0 Anonymous
First Name: [Toni Address
Middle Name
Last Name: King City ' :,
State/Zip
Phone: --�� CeWPager :
* Location of the Incident : Fac. No. 820724 Oak Branch II-
Address:
City/State/Zip: I Autryvil le
Cause/Observation of the incident: Directions
Action Taken:
Comments/Findings
Water Supply Wells within 1500ft : O
Surface Water Impacted : Q Yes Q No ® Unknown Groundwater Impacted: Q
Waterbod Select Value---
y: -
Waterbody (Other) : Conveyance:
Report Received By : ;Revels, Ricky. _ RO Contact::
Phone: (91OK33-3300 — 720 _ Phone : I
http:/Ibims.enr.state.ne.us:7001/maintainlncident2.do 2/11/2010

Agencies
it Aw,
Page 1 of 1
Incident Incident Freeboard Levels Events Related Incidents Action History
Detailsl Details2
Incident Type : Non -Compliance Reporting Incident Number: 201000025
Date/Time : 12/22/2009 05:00 pm Farm #: 820724
County: Sampson City: Autryville
Freeboard Levels
Waste Structure Waste Structure Freeboard Plan Due Plan Date/Time
Delete Type Identifier (inches) Date/Time Received Freeboard
Date/Time Level OK
- - -- -
[] Lagoon #1 24.0
Aid; :=Delete_
Finish _ FP_ --T
http://bims.enr. state. nc.us: 700 1 /maintainIncident 1.do 2/11/2010

Facility 82-724
Subject: Facilityl82=7.241
From: Toni King <[e-mail]>
Date: Wed, 8 Oct 2008 08:55:44 -0400
To: "Revels Ricky ([e-mail])" <[e-mail]>
Oak Branch Farms 3 - 6
Billy Peterson, called last Thursday, 10/2/08, to let me know that his lagoon freeboard
was at 26 % ". That puts his lagoon back in compliance. Soil samples were taker, and
sent to the NCDA lab approximately 2 weeks ago, and as discussed previously,. a new
freeboard staff gauge has been set at this site for accurate freeboard reading. The
Peterson's are pumping as weather and crops in NUP allow. They are now aware of the
staff here in the office that is here to assist them with environmental compliance issues,
should the need arise.
Ricky, thanks for all of your help, and if you see that any of our growers need assistance,
please continue to guide there here. Once again thank you.
Toni King
Technical Specialist
En%rironmental Compliance
Toni King <ToniKingnmurphybrownlle. com>
Technical Specialists
50
1 of 1 10/16/2009 4:57 PM

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Billy G. Peterson
Oak Branch Farrr
34 Old Wrench
Godwin, NC 28
Division of Water Quality
Coleen H. Sullins
Director
October 1, 2009
WT 2 6 = Subj
OENR-FAYE ' M'l F REGUIONAL OMCE
Dear Billy G. Peterson:
Dee Freeman
Secretary
Certificate of Coverage No. AWS820724
Oak Branch Farm 3-6
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your request to switch coverage from an NPDES General Permit to the current State
General Permit, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Billy G.
Peterson, 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 Oak Branch Farm 3-6, located in Sampson County, with a swine animal capacity
of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 2880 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, 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, 2014, and shall hereby void
Certificate of Coverage Number NCA282724 dated August 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 State General Permit. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Ralelgh, North Carolina 27699-1636
Location: 2728 Capaal Blvd., Ral*h, North Carolina 27604 o le
Phone: [phone] k::AX! 919-715-05881 Customer Service: 1-877-623-6748 North Carolina
Intemerwww.ncxatercluality.org Naf�i-a -ally
n Eaual 0=5rluory I nthrmanve -'.0ion Employe: �/ f i `L

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP 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.
Per 15A NCAC 2T .0105(h) 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. G42593 a 9 M
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, then 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 permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/waraing information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: www_erh.noaa.ggy/er/rahl
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
il"
for Coleen H. Sullins
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files (Permit No. AWS820724)
AFO Notebooks
Murphy -Brown, LLC

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-724
Facility Name: Oak Branch it
Certified Operator Name: Mike Peterson
County: Sampson
Operator Number: AWA 19865
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID:
Spillway(Y or N): N
Level(inches): 22
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
-Attach a complete schedule with corresponding animal units and dates fro depopulation
-if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 2/2112010
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Billy Peterson Phone
Facility Owner/Manager (print)
- Date:
Facility rf anage ignature)
r
910-567-6307
12/21 /2009

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1, Structure Namelidentifier (ID): La oon i
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 22.Q inches
b. designed 25 yr.124 hr. storm & structural freeboard 26.0 inches
c. line b - line a (inches in red zone) = 4.0 inches
d_ top of dike surface area according to design
(area at below structural freeboard elevation) 11417$ ft2
e. line c/12 x line d x 7.48 gallons/W 284679 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 94947:G f13
h. current herd # 3000 certified herd # 2880
actual waste produced = current herd # x line 9 '= 98904 f►'
certified herd #
i. volume of wash water according to structural design 62728.4 fl'
j, excess rainfall aver evaporation according to design $4403 fe
k. (lines h + i + j) x 7.48 x 30 days/line f= 306721 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/9/2009 F 0.33 Ibs11000 gal.
m. ((lines e + k)11000) x line I = 195.2 ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00

Ill. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: La og on 1
line in =
195.2 lb PAN
2. Structure JD:
line m =
lb PAN
3. Structure ID:
line m =
lb PAN
4_ Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
Ib PAN
6. Structure ID;
line m =
lb PAN
n.lines 1+2+3+4+5+6= 195.2lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Iblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r a s
u. application w€ndow'
3
Fescue H
1.86
124.95
232.4
4
Fescue (H)
1.97
128.84
253.8
5
Fescue H)
3.72
145.52
541.3
6
Small Grain
5.00
45.40
227.0
7
Small Grain
5.07
35.00
177.5
8
Small Grain
4.68
44.48i
208.2
9
Small Grain
1.86
47.22
87.8
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1728.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 195.2 lb. PAN
PoA (30 Day) 2121100

x. Crop's remaining PAN balance (line v from section III) = 1728.0 lb. PAN
y. Overall PAN balance (w - x) = -1533 lb. PAN
Line y must show as a deficit. if tine y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction aptions, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receivin facility.
Ilrdgation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121100

0 1 - kY Y2' - q 2-
Yiinrp .1 -B- rown 'LCI
Murphy BI-dw11 LLC
PO Box 956
2922 Hwy 24 West
Warsaw, NC 28398
Phone [phone]
Fax (9 ] 0) 293-3138
Fax 'Transmittal Sheet
TED- l ik
i?ax' Pages: �
Phone'. Date:
ltc : C'C
❑UI-gent
11 For Review ❑
N:_ase Comment
❑ Piease Reply F! Please Recycle
U �' ?. '
Cam„
r G•—
---�V'�_
'-0I0000�S

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82.724
Facility Name:
Oak Branch 11
Certified Operator Name: Mike Peterson
County: Sampson
Operator Number: AWA 19865
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name11D:
Spillway(Y or N):
Level(inches):
Lagoon 'I Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
N
24
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables, Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates fro depopulation
"if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of v:,aste: 12/2412009
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the Best of my knowledge and ability, the information is
accurate and correct.
Billy Peterson Phone:
(1\ Facility OwnerlManager (print)
Date: 12/21/2009
Facility OwnerAAanager (sig tore

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon 1 line m = 148.2 lb PAN
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID -
line rn =
lb PAN
line m =
lb PAN
line m =
lb PAN
line rn =
lb PAN
line m =
lb PAN
n, tines1+2+3+4+5+6= 148.2lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r_ acres
s. remaining IRR
2 PAN balance
(Iblaae)
t. TOTAL PAN
9ALANCE FOR
FIELD (lbs.)
column r x s
u, application window'
3
Fescue (1-1
1.85
124.95
232.4
4
Fescue (H)
1.971
12&84
253.8
5
Fescue (i 1)
3.72
145.52
541.3
6
Small Grain
5.00
45.4D
227.0
7
Small Grain
5,07
45AI
230.2
8
Small Grain
4.68
44.43
208.2
9
Small Grain
1.86
47.22
87:8
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1780.8 lb, PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 148.2 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section Ill) = 1780.8 lb. PAN
y, overall PAN balance (w - x) = -1633 lb. PAN
---- _ - -
Line y must show as adefidt. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (Id): La oon 1
2_ Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 24.0 inches
b. designed 25 yr.f24 hr. storm & structural freeboard 28.4 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 114176 fe
a. line c/12 x line d x 7,48 gallons/W 142339 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 9 #947.6 fts
h. current herd # F 3000 certified herd #1 2880
actual waste produced = current herd ## x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (tines h 4 i + j) x 7.48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1213i2009
m. ((lines e + k)11000) x tine I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
98904 it {
_.. 6272G.4 W
84403 ft3
306721 gallons
0.33 lbs11000 gal.
148.2 lbs. PAN

Revels, Ricky
From: Toni King [Toni King @murphybrownllc.coml
Sent: Tuesday, December 22, 2009 11:28 AM
To: Revels Ricky ([e-mail])
Subject: FW: Attached Image
Attachments: 0879�001.pdf
Attached is the 3o day POA for Oak Branch, facility 82-724.
From: WRLNMI [mailto:[e-mail]
Sent: Tuesday, December 22, 2009 11:30 AM
To: Toni King
Subject: Attached Image

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: _ - oigq County: lmio_ .
Facility Name: N -
Certified Operator Name: Ad jagi f 10—ma tca Operator # _ I q SG S
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID)-.
Spillway (Yes or No)_ alto
Level (inches): T
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range,
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section 111 tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management Alan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: -
I hereby certify that I have reviewed the information listed above and included within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
-1?240ez G- /' Phone: OV--42-272-2—
Facility Owner/Manager (print)
acuity Owner/Manager (signature)
PoA Cover Page 2121/00
Date:
Pete-P1 Ap Qp-y_px -
+6dc?li6/CisA

I
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (0):
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c x line d x 7.4$ gallons
12 ft
c� inches
A inches
o inches
//yt7.G ft2
03�.�gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design wb
days
g. volume of waste produced according to structural design TYIy7. 6 ft 3
h_ actual waste produced = current herd # x line g ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
202 3S0.17 X ffl j( D .1644
k. (lines h f i }i) x 7.48 x 30 days
line
4. Total PAN to be land applied during draw down period
I. current waste analysis dated d —1,,07
m. (lines e f k) x line I =
1000
Z;L6- C� ft3
�y 4/10 3 ft3
DS-d,163.a gallons
6. -Iz ibI1000 gal.
s i, b lb PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
PoA (30 Day) 2/21100 1

1.
structure ID: f
line m =
lb PAN
2.
structure ID:
line m =
lb PAN
3.
structure ID:
line m =
lb PAN
4.
structure ID:
line m =
ib PAN
5.
structure ID:
line m =
lb PAN
6.
structure ID:
line m =
lb PAN
n.
lines 1+2+3+4+5+6 =
S-11-4
lb PAN
Ill. TOTAL
PAN BALANCE REMAINING FOR AVAILABLE
CROPS DURING 30 DAYDRAW DOWN
PERIOD.
DO NOT LIST FIELDS TO WHICH PAN CAN
NOT BE APPLIES DURING THIS 30
DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining
IRR-2 PAN
balance
(lb/acre)
t. TOTAL PAN
BALANCE
FOR FIELD
(Ibs.)
column r x s
U.
application
window'
c4�
2S
9 A
3
�X�
. -
74
So9
6
a 6
I CBS. -2
'State current crop ending application date or next crop application beginning date for available receiving
crops during 30 day drawn down period
v. Total PAN available for all fields (sum of column t) _ �� 2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
PoA (30 Day) 2/21/00 2

1
w. Total PAN to be land applied (line n from section ll) _ _ % lb. PAN
x. Crop's remaining PAN balance (line v from section III) _ 70Cf62.3 lb. PAN
y. Overall PAN balance (w - x) _ — 6 ? �^ lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here
including pump and haul, depopulation, herd reduction, etc. For pump & haul and herd
reduction options, recalculate new PAN based on new information. If new fields are to be
included as an option for lowering lagoon level, add these fields to the PAN balance table and
recalculate the overall PAN balance. If animal waste is to be hauled to another permitted
facility provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
NARRATIVE:
�4-
PoA (30 Day) 2/21100 3

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
TABLE OF CONTENTS
ITEM
PAGE
Lagoon Design Check List .............................................. .
DP.sIim SIII'mmarr`./ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Lagcor.`✓esi-_m ......................................................
Disia_cz `v ar"_m= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Soil TIVieSt:-3t:on . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .
Hamrd Classincation Data Sheet for Dams .....................................
Dveratiar. and Maintenance PIan ........................ ....... .
Constr:c:ion Specif cations for Lagoons ...... _ ............ . .................. .
Suing Specifications..................................................
PIanfor Lagoon ............................................... 6 ......
Typical Cross -Section of Lagoon ...........................................
Plan of Excavated Waste Storage Pit ........................................ .
Volume Ca1cularions .................... . ....................... ..... .
Waste Utilization Plan ..................................................
Waste Management Facility Site Evaluation .....................................
laps.............................................................
A- T000 Mai)
B. Soils Map
C. Flood Plain Map
D. ASCS Mao
RECEIVED
AP? 6 1999
FAYETTEVILLE
REG. OFFICE
0

i
Operator,Billy G. Peterson County: Sampson Date: 6/19/97
Has the site evaluation been completed 6 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
2880
head
(finishing
only)
x
135
lbs.
- 388800
lbs
0
sows
(farrow to
wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
- 0
lbs
Describe other :
0
lbs
Total Average Live Weight = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 cubic €t (include:
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 97920.0 cubic feet
4. TOTA7, DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet)--------------------- 455.0
Inside top width (feet)----------------------- 265.0
Top of dike elevation (feet)---------------- 50.60
Bottom of lagoon elevation (feet)----------- 40.00
Freeboard (feet)---------------------------- 1.00
Emergency spillway depth of flow(feet)------ 0.00
Side slopes (inside lagoon)----------------- 3.0 : 1
Total design volume using prismoidal formula
SS/END- SS/END. SS/SIDE: SS/SIDE: LENGTF WIDT2 DEPTH
3.0 3.0 3.0 3.0 449.0 259.0 9.60
AREA OF TOP
LENGTH * WIDTH =
449.0 259.0
AREA OF BOTTOM
LENGTH * WIDTH
391.4 201.4
116291 (AREA OF TOP)
78828 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
420.2 230.2 386920 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
116291 386920 78828 1.60
Total Designed Volume Available 931263 CU. PT.
5. TEMPORARY STORAGE REQUIRED

r
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
455.0 265.0 0.0
120575.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 120575.0 square feet
Design temporary storage p riod to I 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 388B00 lbs. ALW/135 lbs. ALW 1 1.37 gal/da 180 days
Volume = 710208 gals. or 94947.6 cubic feet
5B. Volume of excess water
Volume = 2606.6 gallons/day *
Volume = 62726.4 cubic feet
180 days storage/7.48 gallons
per CF
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. = 84403 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 84403 cubic feet

5D. Volume of 25 year 24 hour stor 7.0 in.
Volume of "Heavy Rain 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 140671 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B. 62726 cubic feet
5C. 84403 cubic feet
5D. 140671 cubic feet
SE... 0 cubic feet
TOTAL 382747 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
25 year - 24 hour rainfall_________________= 7.0 inches
Heavy 7.0 inches
1.00 feet
Side slopes=======_ =_=___________________= 3.0 : 1
Inside top length =____—___—_____________= 455.0 feet
Inside top width= _==__=_________________= 265.0 feet
Emergency spillway elevation(if planned)==== 49.60 feet
Top of dike elevation=====___ =____________= 50.60 feet
Bottom of lagoon elevation====_____________= 40.00 feet
Top of sludge elevation======_____________= 41.30 feet
Total required volume—= ________—________= 869467 cu. ft.
Actual design volume=====______==_____=__== 931263 cu. ft.
Seasonal high watertable elevation (SHWT)=== 44.90 feet
Stop pumping elev.== __________________= 46.00 feet +
Must be > or = to the SHWT elev.====__=— 44.90 feet
Must be > or = to min. req. treatment el.= 46.00 feet
Min. Required treatment volume=====_=_____= 388800 cu. ft.
Volume at stop pumping elevation=====___=_= 434074 cu. ft.
Start pumping elev.=______________________= 48.30 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall==== 790592 cu. ft.
Volume at start pumping elevation=====_____= 783647 cu. ft.
Required volume to be pumped________________ 242077 cu. ft.
Actual volume planned to be pumped=====____= 244065 cu. ft. }
Min. thickness of soil liner w en required== 1.4 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
j-/1 '/f'

r
7. DESIGNED BY.
CON A ENTS:
APPROVED BY: `� ' a-�t
DATE:
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction site and soils investigations with Dogwood Farms, Inc. unless otherwise noted. Dogwood
Farms 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 buffers or setbacks
and the absence of subsurface tile drains. Owner and/or Dogwood Farms 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).
OVER SITE -SPECIFIC NOTES: Contractor will have to take steps to de -water assperched water is
encountered. Contractor must insure proper depth of clay when existing material is left in place, All

,vl 7J-T �r

r The undersigned, 6
(insert name (s) of owner(s)), owns the real property
STATE OF NORTH CAROLNA
COUNTY OF
s r
f
as follows:
(in5ert deed referen or tax map parcel number) and hereby gza.nts permission to
(insert name of producer), its successors, and
assigns, Iocate one or more swine houses or lagoons that are components of a swine farm
a distance of 100 feet from the property boundary of the above -described property and/or
a distance of feet from a residence located thereon.
This day ofQawzz,�?199 Y
Individual O v-m er(s) :
4 `
(Print Name)
01
(Print dame)
Corporate Oxtner:
By: _
Its:
Attest:
Secretary
(Affix Corporate Seal)

STATE OF NORTH CAROLINA
COUNTY OF V44n��
a Notary Public for said Copy and State, do
hereby certify nally appeared before me dus day and
acknowledge the due execution of the foregoing r„strn„ens_
VjrIMSS my hand and notarial pal, this /o0 may -day of
1999.
Notary Public
[NOTARIAL. SEAL]
My Commission Expires:
STATE OF NORTH CAROLLNA
COUNTY O
a Notary- Public for said County and State, do
hereby certi a ` rsonally acne-� bre -efome this day and
acknowledge the due execution of the foregoing ins= eAL
SS my hand and notarial s al, this �� day of INE
1999,
/ Notar;- Public
[NOTARIAL SEAL]
My Commission Expires:

STATE OF NORTH CA.ROLINA
COUNTY OF
This day of - -- 1996, personally date before me
who being by me duly sworn, says that he is President of
that the scal affixed to the foregoing awrumem in
writing is the corporate seal of said Corporation, and that said writing was signed and sealed
by him, in behalf of said Corporation, by its authority duly giver- And the said
acknowledged the said writing to be Elie act and deed of said
Corporation. _
NOTARY PUBLIC
[NOTARIAL SEAL]
My Commission Expires:

STATE OF NORTH CAROL.INA
C0UIITY OF' 4An QSan)
.4 . r n n
W NOW P we�
(insert deed re emn a d/or tax map parcel number) and hereby grants permission to
(insert name of producer), its successors, and
assigns, A locate one or more swine houses or lagoons that are components of a swine farm
a distance of 100 feet from the property boundary of the above -described property and/or
a distance of feet from a residence located thereon.
Attest:
Secretary
This - 6�2_04—C day of 199g .
(Affix Corporate Seal)
Individual 0,xn e r(s) :
(SEAL.)
(Print Name) �44
% - t
L(ff I ! 0S
(P ' Name)
Corporate Omer:
By:
Its:

STATE OF NORTH CAROLINA
COUNTY oQlda���
a Notary Public for said County and State, do
41
hereby conally app=-ed before me rids day and
acknowledge the due execttion of the foregoing ins m,enL
SS my hand and notarial seal, this day of
199G.
Cl ��
Notary Public
t'NOTAR1AI SEAL]
My Commission Expires:
STATE OF NORTH CAROLfNA
COUNTY OF
I, a Notary- Public for said County and State, do
hereby certify that personally anpe-red before me this day and
acknowledge the due execution of the fore7oins tnsrrume:lt
WITNESS my hand and notarial seal, this day of
1994_
Notary Public
[NOTARIAL SEAL.]
My Commission Expires:

{
STATE OF NORTH CAROLINA
COUNTY OF
This day of 1996, personally came before me
who being by me duly sworn, says that he is Presideat of
that the seal affixed to the foregoing instrument in
writing is the corporate seal of said Corporation, and that said writing was signed and sealed
by him, in behalf of said Corporation, by its authority duly given. And the said -
acknowledged the said writing to be the act and deed of said
Corporation.
[Ni OTA.RIAL SEAL]
My Commission Expires:
NOTARY PUBLIC

SGS- EN C-53a
I[rv. 5-70
C
U. S_ DEPARTMEHT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY nF PRnPn SFD PnNn SiTr7
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�■■'■�■�■:■1■■1■1■'■1■
I
I
t
■l■■l■l
,t- _ a e j 'r -Vl ! 1 s 9

t
P F51
TYPES OF MATERIAL ENCOUNTERED IN'BORINGS
(US6 one of systems below)
UNIFIED CLASSIFICATION
-;,USDA CLAS!1FICATION
GW-Well graded gravels; gravel, sand mix
g-gravel '-
GP- Poorly graded gravels
s - sand - -
nvels; gravel -sand -silt mix
-Silty gr-
Vfrcry fine sated
44�-Clayey gravels; gravel -sand -clay mix
sl-sandy loam
graded sands; sand-grdvel mix
ani
Poorly graded Sands
SM-r ilty sand
91 gravelly lbam.
SC -Clayey sands, sand -clay mixtures
ML - Silts: Silty. V. fine Sands; sandy or clayey silt
sil-si'lt loam
CL-Clays of low to medium plasticity
cl -clay loam
C14 - Inorganic clays of high plasticity
sic! -silty clay loam
MH -Elastic silts-
scl-sandy clay loam
OL- Organic stilts and Silty Clays, low plasticity
sic -silty clay
OH -Organic clays. medium to high plasticity
C-clay
1. Suitable material for embankment is available 2)Yes r__JNo
TwWwrim Aide)
REMARKS:
n t'j•&S 4-, e-
L k'
2- Explain hazards requiring special attention in design (St"-ve. sPr6w..rocA ec-)
$.—
aL W-f- 'j 4; c /a 41 S e" qp- r-r-
Ste`
GENEILkl, RENIARKS.
We 1-31
L C o<ke C.a
;7 1 ID
74
25
26
27
281
29
1 30
31
32
1 33
U
35
36
37
38
39
[1 40
1 Al
42
43
1144
R 45
46
47
48
49
50
51
Ir
A
SG
I tC_
I
15 C�
.
-V),
X f
I
7
H
sG
�-21
%
J+

HAZARD CLASSIFICATION DATA SHEET FOR DAMS-
- Landowner County �v►t.
-T
Estimated Depth of Water to Top of Dam i Ft. Length of Flood Pool 4SS Ft_
Date of Feld Hard Investigation
Evaluation by reach or good plain downstrearn to the point of estimated minor from sudden
dam failure.
Est_
'Kind of `-Imnrove.-ne:us:
rea
of BM
"-
�eaC.^. _" _ .t ::�= _ ...�
_ �: Mve..MeLs ACC`i-- ..I:CQ':r2L':
AL'C`Je
2
k
3
i
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant
damage to buildings. agTcultural land. or uublic roadways. The structure is approximately f
feet from ( ) and approximately f z z 1 feet from SR f i 43o 1-
Hazard Classification of Darn (A, B, Q (see VEIN -Pan 520.21) 14
MRCS Dam CIassification (I, II, Ili, rV,
By Dace r31fIf

. bogNdod rayms
OPERATION AND MAINTENANCE PLAN
------------------------------
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. Alz
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 t
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 annue
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance witt
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 e
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 48.30 as marked by permanent marker. Stop pun
out when the fluid level reaches elevation 46.00 . This temporary
storage less 25 yr and heavy rain contains ###### cubic feet or
1825609 gallons.

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 rubbist
Satisfactory disposition will be made 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 material 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
ante 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 foi
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
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.

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 linen
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.

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 sensor
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, back€ill, and compaction operations
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 EXC,AVATIC
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.

QUALITY ASSURANCE
-----------------
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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED 6.0 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 JUN£ 15
40.0 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
40.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
6000.0 LBS. OF 10-10--10 FERTILIZER (1000 LBS./ACRE)
12.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
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.

4�Agt
ul ft�
46;uk -Jaw "1 F
i -7 i
tjY4
tl.
r.:
. T gf4 Sot
41
it
_141PO,
4�.
EN tV
104:
Imo:.
'K 4T7
06
4ti
. Lo

I
I
i
I
i
CONFINEMENT BLDG,
HIGH END PAT) ELEVATION: gQIS
LOW END PAD ELEVATION: Tiss
VOLUME ESTIMATES
EXCAVATION
Lagoon 1 1
PILL i
Dike 47aI+�
Pad 1 Z 4
Total Fill
. CUTIFILL RATIO
TYPICAL VIEW
Or
ONI...3TAGE
LAGOON SYSTEM
4
TOP WIDTH
SUPPORT ADEQUATELY
NOTES: r
f GL�m f eel V2 4f GH
' erd J o 6 TARC&r
f
PIPE INVERT ELEVATION 4'&,0
DEPTH AT
START PUMPING
I�
. I
IJ
BOTTOM ELEVATION !p J
SETTLED TOP ELEVATION SO • 3'
INSIDE SIDE SLOPES � '•
OUTSIDE SIDE SLOPES '.
PLACE RIP -RAP, FLEXIBLE 11111F Olt OTHER SUITABLE MATERIAL AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER,

Clinton. North Carolina
Form 1420
Name: A4-cr
Lagoo # Z,
No. of Shots (Elev.)
1-2-
Sum of Shots (Elev.)
552_, (a
Average Ground Elev.
ft.
Top of Dike
50.3
Bottom of Lagoon
0
SLIW 1
q -1 r r
ft.
Length of Top
ft.
Width of Top
Z(e-r
ft.
Area of Top at Elev. So.;
sq.
ft.
Area at Average Ground Elev. kG.o s--
sq. ft.
Area of Mid -Section at Elev. 43.E (Center of Cut) .
sa.
ft.
We tZ ? . T
f
Area of Bottom of Elev. lyp.�
sq_
I
ft.
3
fo.57
Depth of Cut
ft.
5, ?.f
Dirt Removed (Cubic Feet)
I cu.
ft.
577 U�Z. �
Total Excavation (Cubic Yards)
cu. yds.
Under -cut ' . " Thick on Bottom & Slopes
Bottom of Lagoon (' x ') x Icu.
ft.
Side Slopes - East & West (_' x ') x /.x ' x Z Slopes
cu. ft.
Side Slopes - North & South ( ' x _') x y' x z_ 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.

DOGWOOD FF AR%TS,IN(:-
Clinton, North Carolina
Form 1419
�T
Name: �� r !�{
Pad & Dfike -rur Z
DICE
Dike Elev.
5v
ft.
Area of Dike
-3o 3a
sq. ft.
Number of Elev. Shots
/U
Sum of Elev. Shots
Average Ground EIev.
ft.
Depth of Fill
ft.
LI L
Cubic Feet of Fill
cu. ft.
rz 3s r
Cubic Yards of Fill !
y7
cu. yds.
Wto 1 Ratio Added
cu_ yds.
JWD
Area of Pad 3-5--o x Z8-c
F P, oc)
sq _ R.
Pad EIev,
Os —
Average Ground Elev.
S 'i 3
ft.
Depth of Fill
3 f -Z�
ft.
Sum of Elev. Shots
3 C
Number of Elev- Shots
4
Cubic Feet of Fill
cu. ft.
3�s 7Go
Cubic Yards of Fill
JI
cu. yds.
17.4 to 1 Ratio i
cu. yds.
Total Fill (excluding Clay Liner)
cu. yds.
irLT G0 - S`VU �rrt: r .P�.r'10. (1./� O ►-� c.�c[8�a

ANIMAL WASTE UTILIZATION PLAN
Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
Billy G. Peterson
32 Old Wrench School Rd.
Godwin NC
910-567-6307
New Feeder to Finish Swine
2880.00 hogs
Anaerobic Waste Treatment Lagoon
Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
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
i crop production.
sThis waste utilization plan, if carried out, meets the requirements
4 for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs x 1.9 tons waste/hogs/year = 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs x 2.3 lbs PAN/hogs/year = 6624 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 IITILIZATION 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
741
1
Gr
BC
4.2
210
4.41
926.1
I
MAR-OCT
741
BC
4.2
�2
lGr
1210
I 12.76
1579.6
741
3
BC
5.5
�GoA
I
1275
1 13.86
11061.5
MAR-OCT
741
4
BC
5.5
jGoA
I
1275
1 13.03
1833.25
MAR-OCT
741
5
BC
5.2
jNoA
li
1260
1 15.51
11432.6
MAR-OCT
741
6
BC
5.2
5.79
jNoA.
I
1260
1
11505.4
MAR-OCT
741
--1
SG
1
I
150
1 14.41
1220.5
SEP-MAY
7.41
SG
1
1-2
1
li
150
1 12.76
1138
SEP-MAY
741
SG
1
1-3
1
I
150
]3.86
1193
SEP--MAY
741
SG
1
1-4
1
I
150
1 13.03
1151.5
SEP-MAY
741
-5
SG
1
.51
li
150
1
1275.5
SEP-MAY
741
SG
1
1-6
1
I
150
1 r.79
1289.5
SEP-MAY
END
I
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TOTAL17606.45
- 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
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 4

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
BC
SG
HYBRID RERMUDAGRASS-CONTROLLED GRAZED
SMALL GRAIN OVERSEEDED
TONS
AC
50
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
25.36
7606.45
0
0
25.36
7606.45
* BALANCE
-982.45
*** 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 1065.6 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 5328
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 17.76 acres of land. if you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 42.624 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.
1 1
I
1Application
RatelApplic. Amount
Tract
I Field I
Soil Type
Crop
(in/hr)
1 (inches)
7.41
I -2
SG
I
741
1 1 I
Gr
I BC
1 0.40
*1.30
741
1 2 I
Gr
BC
0.40
*1.30
741
1 3 I
GoA
BC
0.50
1 *1.30
741
4
GoA
BC
0.50
*1.30
741
1 5 '
NoA
I BC
0.50
*1.30
741
1 6 I
NoA
BC
0.50
*1.30
741 1
I I
"1
I
I SG
!
I
I
I
741
--3
SG
I
741 1
--4
SG
I
1
Page: 8

ANIMAL WASTE UTILIZATION PLAN
741
741
i SG
1 SG
*
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Mr. Peterson will be applying waste using a traveling gun. This plan has
been roughly broken down, prior to the irrigation design, in pulls. Mr.
Peterson will be knows to apply only at agronomically acceptable rates and to
account for buffers.
Bryan C. Spell
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal_ Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 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: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
16. 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 Go 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: 12

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:Oak Branch Farm
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: Billy G. Peterson
(Please print)
Signature: DI - A� � t4,4d;2=:__ —ate:2,
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print
Affiliation:NRCS 157Or`IN �oe "
Address (Agency) :�u✓ooI �G�/,�+-•Sr1 ,,c .
Signature: Date:
Page: 13

I
I

United States Natural
t L � Department of Rescurrcns
Agriculture Ccnservaticn
Service
WASTE MAL-TAGsMEYi FACI= SM EVALUA71ON
NC-CPA-i7
REV. 1, 2-96
LOCATIQN C acre lj $ �srr �d SIF
AIL 2-82 4-4
7.-LE HONE (jo) S 6-7 — 6 30 SIZE DPE.RA=N _ 4220 9•
LOC%MON DATA
DISTANCE FROM NE�Sr T R.ESMEtiC �rOT OWNED SYPRODUCEA %/Sao FT
DIS:. iC.z F tOiK YF�RRST P(a3L'C FAC�.ITY (s awl, acj 7 ]Stan FT.
IS SITE WTI MI 100-YZA EL MI) PL D47
YES YO
If yes, NACS cnanot provide issisuncL
LS SM AT LEAS TA 100 r7. FROM A -BLU . t.I!NZ' PEH—T%T,� S— -MA-MA
YES NO
If no, site must be relocated
,.k/_
ISSTr WIiIIL�I15�fII.:ZONL�iCrlLiLISD[CTIONOFA�iWi IC3aL2I'Y7
YMS i40
If yes, landowner should consult with local zoning lioard about required
permits Permits must be obtained prior W design spprov%L
ARE U—M-1 ES IN CONS RUCt-LCN ARC
YFS _ NO ✓
If yes, see fart 503 of the National Engineering Manasl and follow policy.
{Copies of maps or other reference materials may be attached to site
tralvadon.)
WILL SIT: INVOLVE CL ARVG WOODLAND Olt ANY NON -CROPLAND? YES NO
If yes. producer must complete Form MRCS -CPO 38 (Aequest for Cer tifted
Wetland DeterminatiodDellneatioa).
WIZL ACTION Z.SMT M SW ,u G? YES NO
iF WMANDS dRE !NVGLVED, rr IS 79--- t2ESPUNSIffiL= OF—nM PRODLiC.MTO CONTACTTSE US ARMYCOS-OF
E[WEERS AND THE DIVISION OF "*PViRONML%rrAL MANACZ!k M TO DEiFXiE IF PMCM ARE 3,EQUI1XM
IF a c NDS ARE DWOL W, T?M PRODUCER SHOUMD NOT CLcARANY L.kND LWM A WEMAND D *E.S`1EdiION
is MADE.
MRCS will provide tec mical assistance in wetlands only carder the follovriug caaditions For *aural wedtand
inclusions less than one acre in size, iIRCS will provide assistance only if the functions and values Ions are fatly
midhgated For natural wetlands grater than one icm in sac. MRCS will provide assistance only slier a
rigorous sequencing pros= to include avoidance, minimi—don of impacts, and campen=mry miriptlan Lit
carried out in that order of preference.
ODOR COOL
KAS ODOR CONTROLS S--�(DCSCUS M WrM P.RODUC'a
• PREDO%W4Avf WI2ND DIRECTi0M YFS Z/' NO
• PRECHAR.GNG L:GGON Wii':i rASH WA ER TO AT LrSatR YES �✓,•,_ NO
OF THE CAPAC= /
• USNG GOOD SOUND MMG&MNT N LkND .APPLTC k1ION YE5 V NO
0FWA-' ic,

NC-CPA-17
Page 2
f�
OTHEit FACTO Fts /
LS ENDANGE.� A,%41V0 R TH .F-kT�� SPECIES HAES S=AT PRES07)' Y_ ; FO V
ISADESIGYAiMNA J�SC.��VICAR.EAWC'_UDEDVTBEPLiNNiLYGAR.EAOR
WIT-? ?L <LyiYF''J.1" ACTIONS 31PAC a ON AN AXACI'WT NATURAL Sr—SNIC AREA? YES NO ET/
IS AN A�UC:QkE0L3CriCAL OR HUSTORICAL S= LZCA D LN T f3E :'T"Tl iE;7 AR-C-Q YES NO /
AR` Tis� P.RLkL L�7IQL 5 : ATE OR LQCA L °.Y L1�4RT.LYT F,A3.LL3 vDS 44_= YES _ NO
OPERAT-ING LiI M /
WILT. 7FE AC:2ON RESULT IN SODBLM nNG? YES � NO ✓
If the answer to any of the above is yes, *FRCS drill nor provide tecbnicl T
assistance unless zgencv poUcv Is followed..
WA5T?- N[A.vAGF_XE` r
7'6—
DOES nC1)UL-.B OWN -_-N C UG H LAND TO P5LC?E2LY T-LTO AP?LY ALT WAST' YZS Z NO
i.*iC:.L701NG SLLMCF- ALT30UGH SLUDGa MAY ONLY HE APPTLZD iNFR,E.QUL 1 LY7 bo I
G'�°ac c,;lf {x rsd,r�d ✓icccss.r�r +,+E.j., c�o�s/a�.�y! t ;s raclf*
IF NO. D ES ?RODUCE.R HAVE ACC _iS TO MORE L1.�3? YES _ NO
IF LAND IS N0T OVrklr - BY PRODUC...� CAN ?RDDUCZR Ga"r ACREEXENT ON LAND YzrS _ NO
ON WIECH TO APPLY WAS —jr.?
(Attach Wore UtsM=don Plan is site evaluation.)
SOIL INVFS"I'IGA.TICN -VALID ONLY IFSOIL I'iiV=GATl0N
SEa= ATT.AC,UD
IS SOU_ SUITABLY FOR LACsOON7
IS ALZ4r--1 REQUMM, ?
TYPE OF U-NERTO BE USED:
IF CLAY Ili U S TO 3E L'S W, IS SUr 71AaL L.AY AV 1 rr A ar . CN
SI .7
IF CLAY IS NOT AVAZ- A=— ON Slit., DOES LA.YDOWNE3:�.lVE
AC= TO CLAY?
IS A CORE THE -NCH R_QUMED?
(Attach lord investigation sheet to Site evsluatioa.)
IS Z`BS ,W AC DRALV T T.I.'-. PRZSr=_L
(If yes, the ==t be removed or piugged)
Srl-z- APPROVM
COMME* d
Y.SZNO_
YES ✓// NO
CLAY ✓_ B&NrM: =T_ Sy%?Tz_ E: i'IC
Y �..S v/ 'No —
y=_ NO
YES ✓ YO
YZS YO ✓
YES ` No
n "J-' , Se
T'-= SIi 7 LYVF�GX._.0 i iS VALID FOR TWE,.VY MCNi.- S F=M 7= DATE SHOWN, SETAW. IF CON==7aCN
HAS NOT HIS . i'.AFL-=- WT-, zU`li TWs...L.VE MON7r..S..A YEW S17E NVrSiiGAIION WIIw as REQU=.
SIGINATt.R-T ` DAia 9 A 8 L
Y Cb=ga in the 1=1 or state law or changes in the smndard could require a new sire invrstigdan.

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OAK BRANCH FARMS
PH 910-567-6307
34 OLD WRENCH SCHOOL RD
GODWIN, NC 28344
r
PAY TO
ORDER
A -
1066
68422JS31
UNITED
CAROLINA
BANK uce CUNTON, N.C.
FOR
i:0 5 l l OB 2 2 0: ❑ 5 1 2 2 5 5 50 Lois 10 6 6 0-00000 L0000",

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MR HOGS
P.Q. BOX 398
RICHI.ANDS, NC 28574
[phone]
February 7, 1997
To: Billy Peterson
MR Dogs will provide labor and material to build a standard Lundy's 720 topping floor.
MR Hogs will provide cement blocks, wood, truss, slates, electrical, plumbing, galvanized
metal and plastic coated chicken wire, in compliance with Lundy's standard building design as
built before for Mr. Peftrson. MR Hogs will clean the site of all of our trash. MR Hogs will
provide one (1) loading chute poured on ground level; and MR Hogs is not responsible for any
backfill. Lundy's Packing is to provide feeders and feed systems. Total cost per building is
Seventy -Three Thousand and No/100 Dollars ($73,000). Total construction price shall therefore
be Two Hundred Ninety -Two Thousand and No/100 Dollars ($292,000).
Completion of Cement Pad and Block Work $ 20,000
Completion of Slates 20,000
Completion of Wood Work and Metal 20,000
Completion of Building 13,000
MR Hogs
By:
Partne

Animal Waste Management PIan Certification
(Please type or print all information that does not requite a signature)
FxistJng or or Expanded: (Please c> rele one )
General Information:
Name of Farm: / f Facility No:
Owner(s) Name:�/�;// G- �� fPP_ Phone No:
Mailing Address:
Farm Location:
Fourteen Digit Hydrologic Unit:
Latitude and Longitude:
County Farm is located in:
Integrator:
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.):
Operation Description:
Type of Swine No of Animals
Q Wean to Feeder
() Feeder to Finish
0 Farrow to Wean
O Farrow to Feeder
() Farrow to Finish
4 Gifts
() Boars
Type of Poultry No of Animals
()Layer
()Pullets
Other Type of Livestock:
Type of Cattle No of Animals
()Dairy
()Beef
Number of Animals:
.O ..
Ex .andtn eratian On � ';
taus Design Caparrty Addittonglllesign ;Capacity Total Design Capacrty prey
Acreage Available for Application:
Required Acreage:
Number of Lagoons/Storage Ponds: Total Capacity: Cubic Feet (0)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAZON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
I(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 named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste trcatmcnt 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 storm 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 pollutants from lounging and heavy use arras must be minimized using technical standards developed 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 District. I (we) know that 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 certification (if the approved plan is
changed) within SQ days of a title transfer.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Date:
Date:
AWC -- August 1, 1997

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina.
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.02I7 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, A UP, RC,l) the technical specialist should only certify parts for which they are technically competent.
11. Certification of Design
A) Collgction, Storage, Treatment System
Check the appropriate box
{) Existingfacility without retrof (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with
New, expanded or retrofitted facili (SD)
Animal waste storage and treatment structures, such as but not limited to collection s:
been designed to meet or exceed the minimum standards and specifications.
ve
Name of Technical Specialist (Please Print) jQ
G� e� 5�43L -� P. .
Affiliation: 5,,,, �; ,, Gwr..1f.' S�►.;�s� _
Date Work Completed: gel t/ qg
Address(Agency) c03 [� � CA Cj"'�Nc
2tv25- Phone No: 9110—Sfo — 2"703
Signature: L _
Date:
r
S) Land Application Site (WUP)
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address (Agency): Phone No:
Signature: Date:
C) Runoff Controls from Exterior Lots
Check the appropriate box
O Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O Eacility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist: (Please Print).
Affiliation: Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
AWC — August 1, 1997

Brock Equipment Co.
Po Box too
BAILEY, N.C. 27807
Phone [phone]
Fax [phone]
This irrigation system was designed by Shane Ward of Brock Equipment Co.
A scaled drawing, required calculations, and required specifications on pipe and equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
75 feet from surface water and perennial streams
25 feet from property lines
200 feet from residence
100 feet from well
All comments and recommendations are appreciated.
Thank you,
Shane Ward

A 24
.VAL
.V M
felt
L!,

Traveling Irrigation Gun Settings
Travel speed = 1.5 fpm
Application rate = .27 iph
Lane spacing = 200'
Wetted diameter = 270'
Gun make and size = Nelson 150
Ring size = _ 86"
Operating pressure at gun = 70 psi
Operating pressure at reel = 86 psi
Operating pressure at pump = 96 psi
Arc pattern = 330'
Flow rate of sprinkler = 120 gpm
Pump power requirement (bhp) = 13
Total acres covered (effective) = 24.21
Traveler make and model = Hobbs 1030
Hose length = 965'
Hose diameter (ID) = 3"
Speed compensation = mechanical
Hydrant number
Effective Length
F ectiv & Width
Acres Cover
1
856
216
4.24
2
396
208
1.89
3
426
200
1.96
4
816
200
3.75
5
1037
200
4.76
6
1037
200
4.76
7
596
208
2.85
Total: 24.21

FIELD SPECIFICATIONS
The lowest maximum application rate (inches per hour) = .35
The lowest maximum application amount (inches per irrigation cycle) =1.3
This information was provided by Brian Spell.

TRAVELING IRRIGATION SVSTEM
CALCULATIONS
TRAVELING IRRIGATION GUbAPPLICATION RATE
I =((96.3*q)/(3.14*(.OS*r)"2))`WOtw
where,
I = approximate actual application rate (iph) IF q = 120.00 gpm
q = discharge (gpm) r = 135.00 ft
r wetted radius (ft) and w = 330.00 degrees
w = portion of circle receiving water (degrees)
Awfiration Rate = (M Inches per hour
TRAVELING IRRIGATION GUN APPLICATION_ AMOUNT
d = (1.605*q)1(I*s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total,AQpllcation AmourL 0-64 itches
L IN a PIPELINE
v = (0.408*qYd"2
where,
V = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Velocbf of Water = 3 46 feet pqr se and
then i = 0.27 iph
IF q = 120.00 gpm
I = 200.00 ft
and s = 1.50 fpm
then d = 0.64 in
IF q = 120.00 gpm
and d = 4.00 in
then v = 3.06 fps

FRICTION LOSS
IN SUPPLY LINE ANDIOR TRA VELER HOSE
FRICTION LOSS IN SUPPLY LINE
FL =[(0.2083*(1001c)"1.852)`'[(0"1.852)1(D"4.8656)]*(U100)]*.433
where,
Fi. = friction loss in supply line (psi) IF c = 150
c = roughness coefficient Q = 120 gpm
Q = flowrate (gpm) D = 4 in
D = inside diameter of pipe or hose (in) and L = 1100 ft
L = length of supply line or hose (ft)
Friction Goss in Sun "I Liirne =
FRICTION LOSS IN TRAVELLER H ,SE
then FL = 3.91 psi
3 91 Eli
(if solid set ... enter 0 for gpm )
FL =[(0.2083*(1001c)"1.852)*[(Q"1.852)1(D"4.8656)r(U100))*.433
where,
FL = friction loss in traveler hose (psi) IF c = 150
c = roughness coefficient Q = 120 gpm
Q = flowrate (gpm) D = 3 in
D inside diameter of pipe or hose (in) and L = 965 ft
L = length of supply line or hose (ft)
then FL = 13.89 psi
ction Loss in Tray tt r H2s213,139 V i

TOTAL DYNAMIC HEAD
Elevation dif. from water to CL of pump-
psi
1.732
feet
4
Elevation of nozzle-
2.165
5
Elevation dif. between CL of pump
and high point in field-
4.33
10
Sprinkler discharge pressure-
70
161.7
FL in pump suction assembly-
2
4.62
FL in pump discharge assembly-
2
4.62
FL in traveller hose"' -
13.89
32.09
FL in supply line** -
3.91
9.02
BRAKE HORSEPOWER
BHP = [Q*TDHY13960`Ep]
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IF Q = 120 gpm
TDH = 231.05 ft
and Ep = 0.55
then BHP = 13 hp
Bray IHorsegwer == 13 horseaower

A-0 %IJ N 1 L1�1 UeSe U 1N 1 1 S
100 SERIES BIG GUNS '-- 24- TRAJECTORY••
t04 T TAPER BORE NOZZLES
` �/� G y• fb r-
PSI
Nwrila
OPM•a• DIA
Nozzle
.�.
QPM pIA
Nozzle
e'
GPM
❑IA.
Nozzle
65'
GPA1
pIA
Nerzle
GPM
7'
DIA
Nozzle
GPM
76•
DIA
Nozzle
a'
GPM
DIA
Nozzle
46'
GPM
DIA.
Nozzle
S.
GPM
DIA
Nert'le
1D'
GPM
DIA
50
50 • 205'
ley
256,
130,
2G5'
ISO
2731
I6S
IBQ`
2oa
3170•
64 215,
74 2:'5'
67 735'
100• 745,
70
60 225'
75 73R'
RR
260'
103
%3-
120
275'
136
2113'
155
2115'
111
302'
197
310'
243
330'
90
68 245'
03 258'
100
270'
117
70'1'
135
295'
2?3
335'
774
362'
155 3416'
175 315'
1,1, 3: C
110
•awn.l.r�
76 265'
.�.w. ..... c•wn
82 27a''
. e.,.....
195
335•
222
344`
247
355'
304
Sep'
111 290'
129 303'
150 315'
177 324'
100 R RING NOZZLES _r ...,.....��....�.. .
PSI
.71 RING
.77 RING
of ING
96 RING
89 RING
.83 RING 96 RING
D.5 DN
0-6 DN
0,7
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM D1A
GPM DIA GPM DIA
GPM DIA
GPM DIA
GPM
14i4
78 212
91 215
103 774
716 235
134 230 152 242
4$ 154
40
66 208
66 168
91
nQ
16-2mpg-
f+D
91 2..15
96 740
i f0 24S
12S :44
141 270
t64 775 to] 290
— —
•-
1 t0
1
:11761
,11::1
L7%►
RA
g4 255
11! Nis
127 715
14S .$fi
M0
1R9 305 211 315
tOQ
1D5 270
124 290
142 295 1
162 305
182 320
212 325 236 335
-- —
—
—
t Q,316
1g .3
ue1.0 urr.ny.e. Vw ­1 iW ­
150 SERIES BIG GUNS -- 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
PS
GPM
DIA.
GPM DIA-
GPM
CIA.
GPM
DIA
GPM DIA.
06
GPM
DIA
GPM
DIA
60
110
265'
14] TAS'
IA7
1n°{
7:•5
,Vs,
775 :145'
7:{n
365'
3R5
3Rn'
46S 31D'
60
120 : m.
210
3; 15-
2tia
355'
315 37S"
30C
395'
4,45
4110'
7SrelatlfSliO''
Qarua3S
_
235
355'
too
143 310•
1R5 330'
2130
375
355 400'
425
4:7o'
500
440,
i0rif�1
120
i57
33a'
204 350'
25B
375'
320
395'
385 420'
465
440'
545
4e0'
150 R RING NOZZLES i - 4l
Riep
A6
GPM DIA.
Rinp
87
GPM DIA
> iirn4
I.Oe
GPM DIA
Rm�
r.tfl
GPM DIA.
f.26"
GPM DIA.
1.34
GPr.I DIA,
t.af
GPM DIA.
�.
3tf5 3e5'
445 395'
500 415,
012'1
I10 611`��
113 200'
182 300'
Sli.+iw�9
225 315'
no 34D'
775 335'
315 36.
7
355 3tin'
330 350,
300 360'
425 400'
i
Lm
16S 300,
210 320'
143 :Inrt'
1R5 Im,
7'1S 3.111'
:90 340r
157 3t5'
21M 335'
25a 36W
320 Sea•
3e5 400'
ASS 420'
S4S 435'
'The dienleter of avow to IsMorliroatety 3Ra less Ior the 21' trate[lory angle.
200 SERIES BIG GUNS w-- 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
PS 1.
Nozzia
145'
GPM DIA
Nwtila
11'
GPM DIA
Nozzle I
1.2'
GPM DIA
Nome
Q-
('.z'M DIA
�385.4A.�90"
Nozzle
I V
CrM DIA
Nozzle
I5'
GPM DIA,
Nozzle
1,6'
GrM DIA
Nozzle
1.76'
GPM DIA
Norzie
1.0.
CPU DIA,
751s4
•t
460 410'
4++Gf5'4u4130'
555 4!i0'
.�:SfJR"1.�.'"
630 465'
7
755 495'
890 515,
70
270 :lfA)'
It()HIT
355 395'
.11S 410'
4r
W445'
Fins 485'
715 50S•
855 535'
100S 555'
90
3t0 390'
350 410'
405 425'
475
545 455'
.
7 LLL
340 410,
390 430'
445 450,
Sri 470,
w {p
605 495'
110
695 515'
790 535'
945 555'
1110 590'
130
1 370 425'
655 515'
01
1 755 540'
1 "0 560'
1 1025 590'
1210 620'
425 445'
1 495 465'
555 485'
200 R RING NOZZLES 01
1 - Rinp
1 ?t' Rlnq
1 /, RIng
1 1,y' RIng
11." Ripq
1 '!.' F11nq
2' Rinp
1.29' u:tuH
(166- etivaq
(1 56' actual)
11 66' acluaq
(1.74' acluaq
0 83' actual)
(1 93' aapaq
PSI.
PM 01�.
GPM DIA
GPM DIA
G7'M DIA.
GYM DIA-
GPM DIA
GPM DIA.
SQ ..3701.�r4La
&AIU46"63ma
—.1h.470i,r,.4..40
515 42S'
565 440'
695 455'
slow
805 A90'
60
250 340'
330 370,
265 3'+0'
0a.:.4.A041t
44$ 410'
l
a0
290 370,
3R0 400'
44S 4:'0'
515 440'
590 455'
675 470'
14ida.r
, '4;
i
251.ArL7
ti�;:r ^a.'.
475 5•
0 490•
100
325 390,
SD0 445'
$75 40S'H6..,
755 500,
900 520'
�'A a"455'
6dac A
�/4;1,7BO.4[xr310fY�in
I,:-S SNY
9115 545'
12o
355 410'
465 44.',-
S4!i 4tp{
690 4115'I(.
5nD'
1 0:
"Tn* d4anter of throw is approxinately 2% less to, the 24' bejoclwy SIVItI, 5% 1055 101 the 21- AAlecrory angta.
The BIG GUNe Perlormance data has been obtained ondar iddal lost conditions and may be adversely alfocled by wind, poor hydraulic entrance conditions or other IW110111.
Nolson irrigation Corporalion makes no reprOWtation regarding droplel condition, uniformity, or appliralion rate.

RpR�
CT�
CAPRARI MEC — D series pumps are
designed for tractor P.T.O. drives and
are ideally suited for a wide range of
irrigation applications including the
high heads normally required for
Irrigation traveilers.
Caprari also manufactures a complete
range of pumps for engine drive,
vertical turbine and submersibles.
Ask for details.
a
CONSTRUCTION
Single or two stage pumps are cast iron with end suction
and a horizontal discharge facing right when facing the
pump from the rear. The direction can be rotated to left or
vertical by your dealer. The balanced impellers are cast iron
and have two replaceable wear rings for each Impeller. A
stuffing box seal is standard equipment. A dependable
step-up gear box has hardened helical spur gears running iqg
oil. Some models are also water cooled.
The heavy duty trailer supplied has a rear support bar whic
Is used to keep the pump from tipping over backward.
Standard tires are 4.00 x 8. The pumps are supplied with a..`
P.T.O. shaft, hand primer and discharge check valve. An
appropriate sized N.P.T_ female coupling Is supplied for the
suction end. -
NOTE: We would highly recommend the use of safety shut -down
switches for your tractor when using a P.T.O. pump.
Cadman Power Equipment Limited. whose policy is one Gf continuous imprgvemant,
reserves the right to change specifications, design or prices without ineurrtng
oblfgatlon. n
'. i 0 1 1 1 f:
wmll F= 1FR0KMEN

MEC D2/50
MEC D3/65
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Irrigation System Operation
Traveler
Start-up:
1. Tow machine to field.
2. Connect supply hose to field hydrant and traveler.
3. Open hydrant.
4. Start pump and run at idle until water is coming out of gun.
5. Slowly increase throttle to the desired pressure.
6. Start traveler engine, engage reel, and set at the desired speed.
Shut -down:
1. Slowly decrease throttle on pump and shut off.
2. Shut off engine on reel.
3. Shut hydrant off.
4. Disconnect supply hose.
Winterization:
1. Remove suction assembly.
2. Remove discharge hose and supply hose.
3. Remove drain plug on the bottom of pump.
4. Remove cap on bottom of gun cart.
5. Blow reel out with air compressor.
6. Check antifreeze in engine.

THRUST BLOCKING
Be
END AND TEE - (200 X 16.2) 1200 = 2.7
BOW = (200 X 23.0) / 1200 = 3.8
610
"DEAD END AND TEE = (200 X 34.8) 1200 = 5.8
90 ELBOW = (200 X 49.2) / 1200 = 8.2

_inq and Installation of PVC Plastic Pipe.
=-� s' 'T.emperature has a major effect on PVC plastic pipe. As temperatures
;. ag#aroa'Ch freezing, the flexibility and impact resistance of PVC plastic
:.'.pe,as greatly reduced. At low temperatures when joining solvent weld
longer time is required for the glue to set. Generally solvent
s r.we1d pipe should not be joined at temperatures below 400F. At high
;r.temperatures pipe becomes more flexible and set-up time for the glue is
;.greatly reduced. .
When pipe is stacked, it should not be placed in piles more than
five feet high. Occasionally out -of -round pipe will result from stacking.
In warm weather, once the weight is removed, it will rapidly assume a
round shape. In cold weather, several hours may be required for the pipe
to return to the original shape.
Sunlight can have an effect on the pipe, especially in colors other
than white. It may warp and exhibit a snaking effect. When left in the
sunlight for long periods, the color may fade and the pipe will harden
at the surface causing a loss of impact strength. Discolored pipe should
be handled carefully during installation. If pipe is to be stored out-
side for long periods of time, it should be covered with a cover of
opaque material, not plastic, and air should be able to circulate under
the cover.
Gaskets should be stored away from excessive heat and solvents.
f Some pipe comes from the manufacturer with the gaskets installed. If the
�.' pipe is not to be installed immediately, the gaskets should be removed
and stored:
When installing gasket pipe there are several simple steps to follow
that will ensure leak -free joints. The gasket or ring groove should be
cleaned of foreign materials. The gasket should be properly installed.
Ample lubricant should be placed on the male pipe end, the pipe aligned and
the male end inserted into the female end. Some pressure.will be required
to force the male end to the correct depth. There will be a reference
point to indicate the required penetration depth. If penetration is not
deep enough the joint may leak; and if penetration is too deep, there is
not adequate room for pipe expansion. Once the joint is made, the pipe
being installed should be rotated to ensure that the gasket is not pinched.
Gasket pipe may be connected in the trench -- +�,o around beside the
trench and then lowered into the trench. If the latter is done, check
each joint to ensure that penetration is correct. If it is necessary to
cut pipe, either a PVC pipe cutter or a miter box with a carpenter's
fine-toothed handsaw should be used. For gasket pipe, it will be necessary
to bevel the pipe, usually at an 3o angle, a,-complished with a special
rasp or file. For solvent weld pipe, burrs r_hips and filings should be
removed from the outside and inside of the pipe and it is preferable to
slightly bevel the outside circumference.
Fittings for gasket pipe may be plastic or steel. The trend
the industry today -is to use epoxy coated steel fittings. These
manufactured by several companies (McDowell, Pierce, Davis, etc.)
-4-
in
are
and can
d

Irrigation Water Conveyance 430-00-3
' ' The ratio of air -release valve diameter to pipe
3Lt lameter for valves Intended to release air when
`- filling the pipe should not be less than o. 1.
t However, smaii-diameter valves may be used to
lr'->slimit water hammer pressures by controlling air
release where control of filling velocit[es is
�= ..questionable. E'quhraient valve outlet diameter of
doss than 0.1 are permitted for continuously
acting air release valves. Adequate vacuum relief
must be provided.
Air -release valves or combination air valves shall
be used as needed to permit air to escape From
the pipeline while the line is at working pressure.
Small orifices of these types shall be sized
according to the working pressure and venting
requirements recommended by the valve
manufacturer.
Manufacturers of air vales marketed for use
under this standard shad provide dimensional
data, which shall be the basis for selection and
acceptance of these valves.
Drainage. Provision -shalt -be madefor
completely draining the pipeline if a hazard Is
Imposed by freezing temperatures, drainage is
recommended by the manufacturer of the pipe,
or drainage of the fine is specified for the job. If
provisions for drainage are required drainage
outlets shall be located at all low places in the
line. These outlets may drain Into dry wells or to
points of lower elevation. If drainage cannot be
provided by gravity, provisions shall be made to
empty the line by pumping or by other means.
Flushing. If provisions are needed for flushing
the line free of sediment or other foreign material,
a suitable valve shall be installed at the distal end
of the pipeline.
Thrust control. Abrupt changes In pipeline
grade, horizontal alignment, or reduction in pipe
size normally require an anchor or thrust blocks
to absorb any axial thrust of the pipeline. Thrust
control may also be needed at the end of the
pipeline and at In -line control valves.
Thrust blacks and anchors must be large enough
to withstand the forces tending to move the pipe,
including otiose of momentum and pressure as
well as forces due to expansion and contraction.
The pip` manufacturer's recommendations for
thrust control shall be lollowed. In absence of
the pipe manufacturer's requirements, the
following formula must be used in designing
thrust blocks:
98 Haz . a
A - 8 sin 2
wtlera:
A - Area et thrust block required in tt1
H - Maximum worsting pressure in it
p Inside diarneEar of pipe in tt
9 . Allowable pave pressure of the soil in
lbltt;
a . Deflection angle or pipe bend
Area of thrust blocks for dead ends and tees shall
be 0.7 times the area of block required for a 90-
defiectlon angle of pipe bend.
If adequate soil tests are not available, the
passive soil pressure may be estimated from
Table 1.
Materials. Ali materials small meet or exceed the
-minimurrri-equiremnts indicated In
'Specifications for Materials.'
Plans and specifications
Plans and specifications for constructing high-
pressure underground plastic pipeline shall be In
keeping with this standard and shall describe the
requirements for applying the practice to achleve
its intended purposes.
Table sod 1�ear.ng pressure
D ainn of Layer -
[a crnrw of mrwx brook
Naninl soil ma,anal 2 R 3 tt & tt 5'1t
sound bedrock ---- —_-------
6.000
,o.00d
loxes
10.000
Oense sand and gravel
manse (?.uurned
A -+o-) ................ ......
t-MCA
1.3w
2.4W
3.000
Dense and to ccoame sand
(assumed a - 35-) ........
6Cid
l;co
,.CaSU
2.100
slit tnd clay motor•
(a3sa ned il - 25•) ..._...
SIX)
700
9so
1 2C+9
sots Csy xnd organic
sGis (a1TLMOC
r - ,a') ......... ............ ...
zoo
;,aa
•.00
>00
SCS, January 1989

Figure 2. Anchorage blocks. for in -line valves.
Table 1 is the forces encountered at end plugs.. to calculate
forces encountered at.bends. tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in bs. for test nressvre in osi
Pipe Diameter
inches
100 PSI
150 PSI
200 PSI
250 PSI
11-2
295
440
590
740
2
455
680
910
1140 -
2h
660
990
1320
1650
3
985
1480
1970
2460•
4-
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490
9740
13,000
16,200
10
10,650
16.000
21,300
26,600
12
15,150
22,700 -
30,200
37,800
14
20.600
30,800
41.100
61,400
.16
26,600
39,800
53,100
66,400

s• .
DIAMOND PLASTICS
CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Stock Nominal ' Wolght Outride Wall Insldo Plocon Por Foot Por Foot Per
_Plant Slze Per loll ft. Diameter ThIcknoss Diameter Bundle Bundio _Truckload
SDR - 41 100 PSI .... ... • •a
LM 4" 1 4: 4.500 .110 4.280 63 11260 20,160
M 6' 0' 6.625 .162 6.301 28/32 560/640 8,400
M 8" *~ t3 8.625 .210 8.205 15/10 300/260 4,840
M 10" 17 10.750 .262 10.226 12 240. 3,4420
M 12" 8 r4..0 12.750 .311 12.128 6/8 120/160 • 2,100
SDR - 32.5 125 PSI
M 4" j2� 4.500 .138 4.224 63 1,260 20,160
M 6" ,�3, 6.625 .204 6.217 28/32 560/640 8,400
M B" 4 7n90 8.625 .265 8.095 15/10 300/200 4,840
M 10" s 10.750 .331 10.083 12 240 3,420
M 12'10. 5�i^ 0 12.750 .392 11.966 6/8 120/160 2,100
SDR - 26 160 PSI
+t
rt 2" :' 2.375 .091 2.193 204 41080 65,280.
M 3" "�� 6 Yt 3.500 .135 3,230 88 1,760 28,160
M 4.5E w�. 4.500 - .173 4.154 63 1,260 20,160
M 6" 40 6.625 .255 6.115 20/32 560/640 8,400
M 8" 8.625 .332 7.961 15/10 300/200 4,840
M 10" 10.750 .413 9.924 12 240 3,420
M 12" 0 12.750 .490 11.770 6/8 120/160 2.100
SDR - 21 - 200 PSI
M 2" 4?90 2.375 .113 2.149 204 41080 65,280
M 3 •! 80 3.500 .-167 3.166 88 1,760 28,160
M 4" `ti 4.500 .214 4.072 63 1,260 20,160
M 6.625 .316 5.993 28/32 560/640 SZ 400
M 8" ��� i� 8.625 .410 7.805 15/14 300/200 4,'$40
M 10" �'' 0- 10.750 _511. 9.728 12 240 3,420
M 120/le0} 12.750 .606 11.538 6/8 120/160 2,100
Prices are subject to z firm policy of "Price in effect at time of shipment on rcgul: r purchase."
Possession of this page of a price list does not constitute an offer to sell.
*Freight reguiations ,°.lor equipment may reduce maximum footage per truckioa<t.
All prices F.O.B. manufacturing location.
L = normal stock item at Lubbock, Texas
M 3 normal stock item at Macon. Georgia
Joints Per Quart of Lubricant.
(Furnished)
G"
85
6-
60
8• -
45
10•
35
12,
25
15'
15
i ;c *
12
-
10
2 ,
-,7.
t
5
Additional Lubricant
12 Qt. per caL;e 90 :,,� ,C� k
4 Gal. per ca�c 7' '00.19a T'
2

�411
j
THRUST BLOCKS
3, Ttes
2- I'luagra [lid of Tee
J. 90• Elbow
4. EAR CAP& or Mal
S. Val.•
6. sleep lacliw
Fig.,* No. 4
-6.
m

C
be fabricated in almost any configuration. Some epoxy coated fittings —
'include
'include stacks and hydrants ,as an integral part of the fitting.
Occasionally it may, be necessary':to,.'connect .PVC plastic pipe to' ,steel
or CA•pipi. This connection oan•,be'made with.a coupling called a'
transition or repair coupling. In -line valves can be supplied with
connections to gasket, pipe.-.,,
Thrust blocking is required for gasket pipe. `Most thrust blocks
will be concrete. Manufacturers recommended thrust blocks at any'"
change in.d.irection. greater. than .100., Figure 1 gives an example of
different arrangeme/nts,for thrust bl.ocKs::.'
:`..
.
-ter--• .�,, .. � ..
Figure 1. Example of different arrangements for thrust blocks.

Table 2. Factors for Calculating Thrust W for
Elbows and Tees.
Elbows: 900 = 1.41 Tees = 0.70
60° = 1.00
45° = 0.76
30° = 0.52
22.50 = 0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load ,
Soil lb/ftZ
Mulch,. peat and similar 0
Soft Clay 1000
Sand 2000
Sand and gravel" 3000
Sand and gravel -cemented
with Clay- 4000
Hard shale 10,000
Thrust block area(ft2) - -_ Thrust (Table 1 & Table 2) -
FSoil bearing strength (Table 3)
t
In placing concrete thrust_ blocks, check with the manufacturer of the
pipe being used -to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe.. Soil types, moisture content, depth of
trench' required and type and diameter of -pipe must be considered.
General ly.chain trenches, wheal' trenches., backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of -pipe. Under most conditions the chain trencher or wheel
trencher will be faster than the'backhoe. Where wide trenches for large
pipe are required, the 'backhoe'Will be most satisfactory, if soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

,0in sac ll al ds cif the pipe to provlde'YLpport frets (rot" voids. final backflll alily after the tnliiitnuin depth of cover has been
�;hM should be taken to avoid clafotmliij; d1spfacli4. or placed and only wish pipe ,4evbt8 wall thl4 noses greateS than
.r•+ri ^ -
niche pipe during this pitaii a f qu operEstlon. '. tlsxt of 5DA•41...
�_.+� �gltast`bae4fiti • . ,. - � - . •' �E -,' .. y
wal. Aftci plpeand, ieidtj. Emil hickrstl ihill be 51:CilOPi 7- SpI:CtAL Ct7hlS1DERAifOAlS
3pEsead iad.tptead'lst apyraxii6tdy.uhiform layeri in such i IS Bill Wit' lei,WhilEik "it 16iriti. When the pipe being In.
enaririasr:r+ lo•[i hhe lrencli eotriptcialy io tlsst, theri will be i+o stalled li piovlded :with ttlbbel. `isknt Joints, bell holes shall be
•� unilllcd?ipacea Under or about cocks or lumps of earns to the axcavateJ in the bedding material io illow for the unoi bstructed
bi"cktill::itlisal lisckfW sisall be fris a( large rocks, frozen clods iawmbly of the Joiht. Care thoilld ba taken that iha bell halo Is no
;;sad;other debris greater than 76 snot (3lm) In dlametet, R6111na larger, thin necessary W accomplish proper joLtt assembly. Whds the
'f�eriulpineat'or heavy taatpirs should be iLEed W consolidate th4 . joint ha! been tni&; the bell We ihduld be carefully tilled with
TABLE 11 - TIMOSt BLOCIAka AND ANCIIOZEi J;rblt "tlliiWhOtlNrl 1ltttiC1Ai`I0f4 iiPEL1I42.1
66b 1. )1 iLlplr #ha *orkfiit biitiiiii by thi appiopr6U walna
ilidwfi tit thi idnowiiLk table W ohtalp tatil &ust lri N•Cib)t
i1tiYlLl`ARIC 2iiltiJtT IrACTblt3;. } _
' K�' t saati oar j•
k3De Slzi bead En.l 00' 22-11Ze
a 1►;.j d�. liS, tadbi or 'Toe klbaw tlbaw 836ovv
1411 •• .., 831 ' 4.04 4.18•., 9.26 1.13-
9 6D. l i 4.68 6.45 3.60 . _• 1.76
t 2-112 83.5 .6.66 9.40' 6.10 2.60
3 70.2 9-00 , 13.9 7.61 11.81.
3Al2 48.9 12.2 19.1 9.91 4.99
4 101.0 18.2 23.0 12.4 6.31
6 127.0 24.7 116.0 16.9
o.1f� ti 16Z.4 84.0 49.2 20.7 13.6
ti. � a•►6 8 203.3 t9.0 $3.5 45.2 23,0
�! �,'t p -jte . a•1 , 16 ' 264.0 01.6 130.0 70.0 36.8
;e�J;p, ;f•i},e�'' "!� Et' 13 204-$ 120.0 182.0 98.6 60.3
r ej
[lased on thrust per kPa (pat) 0ressure
�1P..- ��-y'_ } . Blocking for 6roas may not be aeaded with Iona bcanch Iinaa•
$cep 2. Vatertalne thi 6aaring strength_ of the moll from the table -
br.lowl
bEihiNC 9TRENGTIf OF SOIL! .
Soils ai.d $ifs ileiring Loodi lb/0 kis
\el
.i
-0
§66i%A Shaii '
10 000
478.8
Cemelitod Cr vei and SiLrj
,
dJfficult to pick '
4 boo
101-6
Coarit iihd fLn4 corns sit 3"d
3 000 -
143.8 - -
Medium Clay -Carl b4 spaded
2 000
96.8
Soft Clay
1 000
47.0
Muck
•."0
0
Step S. Divide the total thrust obtilned in Step 1 by the besrina
strength of the sail to ltet the area aeedod, m2 (fL ).
SIDE TIMUST ALTElIRA'l•k MockiWitz
13`lpi Sire SJde Tltruat-per Dezzaeo
In. trim 16 N
1.112
38.1
6.1 + 22.7
2
60.8
7.0 35.1
2-1/2
G3.6
11.4 61.8
3
76.2
17.1 76.1
8-112
88.0
22.4 99.6
4
101.6
28.3 125.9
6
127.0
43.1 191.7
8
•152.1
60.8 ' + " 270.6
8
203-
103.0 458,2
10
254.0
160.0 711:7
12
304.8
' ' 226.0 1000.8
4 Rased on Ilcle thrust ter 680 ku t (166 pal) ttosaure her decree of
„ deflactlon.
r,.
NOTE: t.tultlyI,y
dale list...! frost
tAM6 6y'-4diCkmba of dehaation
times kPa (p.d) 41v1dad 1,V IDo to ,blahs total .Sala thrust ja N (lb).
.to
J

Brock Equipment CO.
P.O. Bag 100
Bailey N.C. 27807
(919) 2354111
Ouu
DescriPtlon
_.__ _ Price Each
Price Total
2,200'
4"
SDR 21, 200 PSI PVC pipe 1.10
2,420.00
1
4"
450 Elbow
35.00
1
4"
90° Elbow
35.00
1
4"
Gasketed Tee
45.00
4
4"
Air Release 75.00
300.00
1
4"
Lagoon Hydrant
235.00
7
4"
Field Hydrants 235.00
1,645.00
Thrust Blocking
150.00
Labor
2,800.00
Tax
47.15
Total:
$7,712.15
Silly Peterson
34 Old Wrench School Rd
Godwin, NC 28344
[phone]
5/20/98

January 3, 2006
CERTIFIED MALL
RETURN RECEIPT REQUESTED
Billy G. Peterson
Oak Branch Farm 3-6
34 Old Wrench Scb. Rd
Godwin NC 28344
Michael F. Easley, Governor
William G- Ross Jr_, Sccrctary
]north Caralina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of water Quality
RECEIVED
JAN 2 4 2006
pgyp - Avcii'EVIi LE RMW OME
Subject: Notification for Phosphorus Loss Assessment
Oak Branch Farm, 3-6
Permit Number NCA282724
Facility 82-724
Sampson County
Dear Billy G. Peterson,
There is a condition in your recently issued Animal Waste Management General NPDES Permit
addressing phosphorous loss standards. The permit condition quoted below states that if the state or
federal government establishes phosphorus loss standards your facility must conduct an evaluation within
180 days. The Federal Natural Resources Conservation Service has now established this standard. A
computer -based program was developed to determine how much phosphorus was being lost from
different fields. Instructions on how to comply with this requirement are provided below.
In accordance with your NPDES Permit Number NCA282724 Condition I.6, your facility must now
conduct a Phosphorus Loss Assessment. 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.
Once Phosphorus loss standards are established by the state or federal government that are
applicable to facilities applying to operate under this permit, no Certificate of Coverage will be
issued to any new or expanding facility to operate under this permit until the applicant
demonstrates that the new or expanding facility can comply with these standards."
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
o NCarolina
JIB 111MAY
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard.. Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal QpportunitydAffrmaf" Action Employer -50% Rmycled/10% Post Consumer Paper

Billy G_ Peterson
Page 2
January 3, 2006
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.
From the date of receipt of this letter, a period of 180 days is provided to perform PLAT and return the
certification form to DWQ. Only a technical specialist who has received specific training may perform
PLAT. You are encouraged to contact a technical specialist now to run PLAT on your farm. Your local
Soil and Water Conservation District may be able to provide assistance. This information on the attached
form(s) must be submitted within 180 days of receipt of this letter to:
Animal Feeding Operations Unit
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
NPDES permitted farms will need to have implemented a nutrient management plan which addresses
phosphorus loss before the next permit cycle beginning July, 2007. If you have any fields with a high or
very high rating, then your waste utilization plan will require modifications. The purpose of performing
PLAT this early is to allow adequate time for making waste plan modifications where necessary. With
the next permit, continued application of waste will not be allowed on fields with a very high rating. For
fields rated high, only the amount of phosphorus projected to be removed by the harvested crop. For low
and medium ratings, phosphorus will not be the limiting factor. Once the PLAT evaluation is completed
on your farm, you will know if you have fields that need further work. You are encouraged to begin
developing and implementing a strategy to deal with any issues as soon as possible.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statue or permitting requirement_
If you have any questions regarding this letter, please do not hesitate to contact me at [phone] or
the Fayetteville Regional Office at [phone].
Sincerely,
Paul Sherman
Animal Feeding Operations Unit
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File 82-724

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Depannxmt of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL E�CElU
EQ RETURN RECEIPT RUESTED RC REit
Billy G Peterson DEC 06 MW
Oak Branch Farm 3-6
34 Old Wrench School Rd . ���CONAI.OfACE
Godwin, NC 28344
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 http;/lh2o.enr.state.nc.uslaps/afou/downloads.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 January 2, 2007. Please note, you must 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 ofNCGS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per day.
If you have any questions about the 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 - 820724
Premium Standard Farms Of North Carolina Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwater+quality m Location: 2728 Capital Boulevard
An Equal OpportunfEylAffimtafnre Action Employer- 50°% Recyded110°% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Pax 1:
Fax 2:
Customer Service:
No Carolina
iA(MI
[phone]
[phone]
[phone]

N� Vt/ Fe°"ems
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Oak .branch Fa"n (3-6)
Billy G Peterson
34 Old Wrench School Road
Godwin, NC 28344
[phone]
11-22-2006
This plan has been developed by:
Michele Christensen
Premium Standard Farrrrs
623 SE BhAd
Clinton, NC 28329
910-592-2104 x 2
DeveloW Signore
Type of Plan: Nitrogen Only with Manure Only
Owner/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 waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
V-�A :�6- 4,�� //_;?- L�06
ignature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservations Se ice or the standard of practices adopted
by the Sol and Water Conservation Corn i Ron.
Plan Approved By:
325669
Technical Specialist Signatm
------------------------------------------------------------------------------------------------ ---------- ---------------
Database Version 3.1 Date Printed: 11-22-2006 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
C=mercial Fmtffi= is not included in this plan-
S7
Swim Feeder -Finish Lagoon Liquid waft generated 2,669,760 gaL%/yvw by a 2,880
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
2!2Mzapacitics of approximately 180 days-
Esfimated Pounds of Phad Available Nitrogen Generated per Year
Broadcast
6149
Incorporated
10560
Injected
11630
Irrigated
6684
Max Avail.
PAN (1bs) *
ActaW PAN
Applied (1bs)
PAN Surplus/
Deficit abs)
Actual Volume
Applied (Gallas)
; Volume Surplus/
Deficit (Gallons)
1--yeU 1
6,614
7873
-1,189
3,144,643
-474,883
------- )-� -s- 0--u- -r-c- e-- -1b, S-- - m-- -e --- ans ---- stance. m-* d a--r- d---so--- u-,n- - U-- - n-- =--a---- s --- us- e- -r- -d- e--fin-----od-- -c- u--r- c- -e ------------------------------------ ----------------
Note:
Max. Available PAN is calculated on the basis of the aMMO apphcafim method(s) identified in the plan for this sourc
325669 Database Version 3-1 Date Printed.- 11-22-2006 Source Page I of I
I

Narrative
This plan will replace the 12-9-98 version created by technical specialist. Bryan Spell.
This plan reflects the mops planned and planted in the fields and reconciles the farm's irrigation design and
wetted acres with the plan.
This plan is written for fescue, beramda, and small grain hay. It is the option of the producer to graze the
small grain instead of haying. Also, beemm of the plan deficit, the producer may chose to graze either the
fescue or the bermuda hay. If they choose to graze the PAN rates applied to the fields will be reduced as
follows:
FESCUE GRAZE
Pull 1 = 146 lbs
Pub 2 = 146 lbs
Pull 3 = 146 lbs
Pull 4 = 146 lbs
Pull 5 = 146 lbs
BERMUDA GRAZE
Pull 6 = 146 lbs
Pull 7 = 222 lbs
Pull 8 = 222 lbs
Pull 9 = 222 lbs
---- -- ---------------------------------------- .....------------------------------------------- -------------
32566I Database Version 3.1 Date Printed: 11-22-2006 Narrative Page 1 of 1

The table shown belDw provides a sumnary of the crops or rotations included in this plan fDr each field. Realistic Yield
estimates are also provided far each crop in the plan. In addition, the Leaching Index for each frld is Shown, where
available.
Planned Crops Summary
Trao
Field
Total
Acres
Uamble
Acres.
Lexhing
hdcx P)
Soli series
Crop Seq==
RYE
741
Pull 1
2-25
=5
N/A
Rams
F== Hay
4.5 Tom
741
Pull 2
3.691
3.69
N/A
R
Fescue Hay
4-5 Tonsi
741
Pull 3
I,Mj
1-96
NIA
R-ms
Fcsctw Hay
4.5 Tom
741
Pull 4
L9�
1.97
TIVA
Rh.
F=w Hay
4.5 Tom
741
Pulls
IT
3.72.
N/A
Raim
f=W Hay
4.5 Tom
741
M 6
5.00
5.00
NIA
Rnm
-%=M Qram Ovaseed
1.0 TOM
HyWW Berm udap— Hay
4.5 Tom
741
Ptffl 7
5.07
5.07
N/A
mfolk
Sman Grain owrBeed
1.0 TOM
Hybrid B-mudag— Hay
6.5 Tons
741
PUN 9
4.68
4.69
N/A
Nadblk
Small Ckxt j Ova
1.0 TOM
Hybrid BumiWagm Hay
6.5 Tom
741
Pa 9
1.96
1.96
N/A
k.Wb.
Small Cff= Ovamed
1.0 T=
Bemmda Hay
6.5 To.1
PLAN TOTALS: 30_10 30.10
lWenhaF �qcft?g
IAW potential to couhfttD to soluble
one
< 2
nutrient leaching below the mot zee.
>=2 &
NWMIC potential to contribute to
Nutnait Mmagerrient (590) should be plam�
soluble nutrient leaching below tbr
<— 10
root one.
Hi9b Potential to coDt&ufr to soluble
Nutrient Mamigamut (590) should be p1mmed, Other conservation Practices that
nufn ent leaching be -low the root zone.
improve the wits available water holding cap =:ty and improve nutrient use efficiency
> 10
should be considered, Examples are Cover Crops (340) to scavenge nutrimils,
Sod -Based Rotations (328), 1,,mg-Term No:I-iU (7781 and edge -of -field pnwfi= such
as Fi I ter Strips (3 93) and Riparian Forest Buffers (391),
325669 Database Vtrmon 3.1 Date hiAcd I IrXM006
NOTE: Symbol* means user catered data PCs Page 1 of 1

i
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of 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 byproducts, 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
the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utiliza#ion
"fable
ear 1
Tract
Field
sourm
Ili
Soil Series
Tote!
Acme
U®,
Acme
Crop
RYE
Applie.
Period
Nitrogen
PA
Nubienl
Ra4d
QbsrA
Comm.
Felt
Nutrient
Applied
Obi/A)
Res.
QbdA)
I
Apple.
Mdwd
Mantra
FA
Nuttidd
Applied
Qbs1A)
1Scpdd
ManireA
pp6ed
(acre)
Solid
Manure
Applied
(eem)
Uod
Mantra
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gale
torts
741
Puli 1
S7
Raim
2.25
2.25
Fc=ua Hay
4.5 Taos
8/1-7nl
195
0
0
Irrig.
195
77.89
0.00
175.26
O.O'
741
Full 2
S7
Rains
3.69
3.69
Fescue Hay
4.5 Tom
8/1-7131
193
0
0
Irrig.
195
77.89
0.00
287.42
0,01
741
Pull 3
S7
Reins
1.86
1.86
Fescue Hay
4.5 Tcm
9/1-7131
195
0
0
Irrig.
195
77,99
O.Do
144.8E
0,01
741
Pull 4
S7
Rolm
1,97
1.97
Fescue Hay
4.5 Tone
8/1-751
195
0
0
Irri&195
77.89
0.00
153.45
0.0E
741
Pull 5
37
E
Reins 1
3.72
3.72
Fescue Hay
4.5 Tons
811-7131
195
0
0
Irri&
195
77,89
0.00
289.76
0.0E
741
Pull 6
S7
Rains I
5.00
5.00
Small Crain Overaeed
1.0 'Pons
10/1-3131
50
0
0
Ini&
50
19.9
0.00
99.96
0.01
741
Pull 6
87
Rains �4
5.00
5.DO
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irri&
195
77,89
0.00
389.46
O'Oi
741
Pu11 7
87
Norfolk
5.07
5.07
Small Crain Overaxd
1.0 Torts
101I-3/31
50
0
0
Ini&
50
19.97
0.00
101.26
0.0E
741
Full 7
S7
Norfolk
3,07
5.07
Hybrid Aermudagrase Hay
6.5 'Cons
311-9130
296
0
0
brig.
296
118.24
0.00
599.45
0.0E
741
Pull 8
S7
Neolk
4.68
4,68
SmRII C"in Overmod
1.0 Tom
10/1-3/31
50
0
0
brig.
50
19.97
0.00
93,47
0.0
741
Pull 8
S7
Nmfolk
4.68
4.68
Hybrid Betmudagrass Hay
6.5 Tans
311.9/30
1 296
0
0
Irrig.
296
118.24
0.00
553.34
0.0
741
Pull 9
S7
C3oldsbcm
1.86
1.86
Small Orain Ovem"d
1.0 Tone
10/1-3/31
50
0
0
Irris,
50
19.9
0.00
37,15
0.0
741
Pull 9
57
Goldsboro
1.56
1.86
Hybrid Bermudagran Flay
6.5 Tam
3/1.930
296
0
0
Irrig.
296
118.2
0.00
219.92
0'0'
325669 Database Version 3.1 Date Printed: 11/22/2006 WUT Page I of 2

..4 TT*.'I:—*1-- TnT.I-
V. 1
-
lct
Field
Source
Ili
-
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
ApphQ
Period
Mnogen
PA
Nutriaut
Radd
OWA)
Comm.
Felt
Nutrleat
Apphed
Oba A)
R4e.
OWA)
App6e.
Method
enure
PA
Nufr n
APpfied
OWA)
Liquid
Maapr
pplied
(acre)
Solid
Manure
Applied
(acne)
U4dd
Manure
Applied
(F'idd)
Solid
Manure
Applied
(Field)
N
N
N
N
tow
ge1/A
Tom
1000 gale
tools
Total Applied, 1000 gallons
3,144-64
TOW Produced, 1000 gallons
2,669.7
.E
Balance, 1000 gallons
-474.8
Total Applied, tam
0.04
Total Produced, tone
03
Balance, torn
.
0.01
Notes: 1. In the tract column, — symbol means leased, otherwise, owned
2. Symbol * means user entered data.
325669 Database Version 3.1 Date Printed: 11122/2006 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 throagh an iliWhon system, you must apply at a rate that will not result in
runoff. This table provides the mwcinium application rate per lour that maybe applied to each field selected to receive
wastewater. It also lists the maximum applications amount that each field may receive in any one application eve
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(iaclrslhour)
Application Ammu d
(inchm)
741
Pull
Rains
0.40
1.0
741
Pull
Rains
0.40
1.0
741
Pull3
Rains
0.40
1.0
741
Pull
Rains
*0.35
1.0
741
Pull 5
Rains
*035
1.0
741
Pull
Rains
*0.35
1.0
741
Pull?
Norfolk
0.50
1.0
741
PaU 8
Norfolk
0.50
1.0
741
Pull
Goldsboro
0.50
1-0

The fallowing Lagoon Sludge Nkrogcn Udh2ation table provides an estimate of the uninber of ass 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 plain available ndrngeu application rates
shown in the second column.
Lagoon sludge contains nutrients and orgaaic rratrr rrrr��� after treatment and application of the effluent. At
dean out, this material must be utilized fDr crop production and applied at agronomic rates. In most rases, the
priority nutrient is nitrogen but other nutrients mdudmg phosphorous, copper and zinc can also be limiting. Since
nixtrient levels are generally very high, application of Sludge must be carefully applied.
Sites ]Host first be evaluated fDrthmr suitability far sludge application- Ideally, efThlem spray fL-ids should not be
used for sludge application. IF this is not possible, care should be taken not to load eltent application fields with
high armulzts of copper and zinc so that additional effluent cannot be applied_ On sites vulnerable to surface water
moving to strearris and lames, phosphorous is a omcern. Soils containing very high phosphorous levels may also be a
concem-
Lagoon Sludge Mdrogen Utilization Table
Crop
Maadrnum
PA-N Rate
IWac
Maximum Sludge
Applications Rate
1000 gallac
Minimum Acres
5 Years Accum Nation
Minimum Acres
10 Yews AawnWation
M'urinwin Acres
15 Years Ac inundation
Swine Feeder -Finish Lagoon Sludge - Standard
Cam 120 ba
150
I3.16
36.10
72-21
108.31
Hay 6 tun ILY-E
300
26.32
18.05
36.I0
54-16
Soybean 40 bu
160
14.04
33.85
6770
101.55
------------------------------------------------------------------------------------------------------------------ ----------------------------------------
325669 Database Version 3.1 Dale Printed: 11-22-2006 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides aua estimate oft henmnber of days of storage
rapacity available at the end of eadi 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 u5 a value entered by the user and is defined as the date prior to applying mitrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to =o.
Available storage capacity should be greater than or equal to mro and less than or equal to the design
storage cpac ay of the facaky. If tier available storage capacity is greater than the design storage c�.pacity,
this indicates that the plan calls ibr the application of nutrients that have not yet accumulated. Ifavailable
storage capacky is negative, the estimated volume of ac ciun fated waste exceeds the design storage volume
of the stn= um. EAff of these situations indicates that the planned application interval in the waste
utilization plan is inconsistit with the svqaurestemporary storage capacity.
Availahh- Waete Strwnpe f-anarity
Source Name Swine Feeder -Finish Lagoon U d
Design Storage C a s
Start Date 9/1
180
plan Year
Month
Available Storage Capacity (Days)
1
1
149
1
2
149
1
3
156
]
4
177
l
5
180
1
6
190
1
7
180
1
8
180
1
9
180
1
10
175
1
11
173
1
12
168
' Available Storage Capacity is calculated as of the end of each month
........................... _----------- ---------------------------------------------------------------------------------------------------
325669 Database Vcxsion 3.1 Date Printed: 11-22-20M Capacity Page 1 of

Required Specifications For Animal Waste Management
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 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 thew aste, 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, thewaste may be
broadcast provided the application does not occur during a season prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
----------------------------------------------------------- -- ----------------------- ------------------------------------------------
325669 Database Version 3.1 Date Printed: 11/22/2006 Svecific ation Pale I

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. 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 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 avolied 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 the fields have been approved as a
land application site by a "technical specialist". Animal waste shah 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.
-------------------------------------------------------------------------------------------------------------------------
325669 Database Version 3.1 Date Panted: I V22/2006 Spedfication Page 2

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.
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, pipes pumps, reels, etc., should be inspected on
a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications 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.
- ------------------------------------------------------------ --------- ---------------------------
325669 Database Version 3.1 Dane Prh t &— 11f2212006 Specification Page 3

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.
..------------------------------------- ------------------ ------------.------------------. -------- --------------------
325669 D=ibase Version 3.1 Date Printed 1 InMOO6 Specifir.al m Pape 4

Crop Notes
The following crap note applies to fidd(s): Pull 5
Bermrrdagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Olkbve artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be piani Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quiddy after digging and not allowed to dry in sum and wind -
For Coastal and Tifton 78 plarrt at least 10 War, in 3' rows, spaced 2' to 3' in the row. Generally a rage of
30 bu/ac is safisfiwtory to produce full groundcovcr in one or two years under good growing conditions.
Tifton 44 spreads slowly, souse at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row- For
broadcast/disked-in sprigs use about 60 bu/ac- Soil test for the ammmts of Lime, phosphorus, Potassi:tmi
and rnicranutrients to apply pnplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in Apn3 and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cats. Reduce N races
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and UtiIizatice of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or arm agent for
assistance.
The following crop note applies to f eld(s): Pull 9
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Draped.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Meld Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs l ".to 3"
deep (l .5" optimal), Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfiLctory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of time, phosphorus, potassium
and nvcra m=ents to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N M' the
estabbsluteent year in split applications in April and July- For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second bay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Tecimical Bulletin 305 Production and Ud imfion of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
------------- ----------- ----------- I------------------------------------------------------------------------
325669 Database Vernon 3.1 Date Printed: 11-22-2006 Crop Note Page l of 3

The following crap now applies to field(s): Pull 7, Pull 8
Bermudagrass Coastal Plain, Mineral Soil, Moderately We11 Drained
Adaptation: Weil -adapted.
In the Coastal Plaim, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly aster digging and not allowed to dry in sum and wind..
For Coastal and Ti#lan 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Ganerally a rate of
30 bu/ac is satisfactory to produce full grarndcover in one or two years under good growing conditions.
Tiftm 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.. For
broadcastJdisked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micromithents to apply preplant and for annual fiance. Apply 60 to 100 lb/ac N in the
establishment year m split applications m April and July. For established stands apply 180 to 240 lb/ac N
annually m split applicaw ms, usually m April anti following the first and second hay mts- Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or oonsnit your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): Pull 6
Small Grain: CP, Mineral Soil, low -leachable.
In the Coastal Plain, oats and barley should be planted firm October 15-October 30; and rye fiom October
15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seedig rate
modifications in the o me t NCSU "Small Crain Production Guide". Also, mcrease the initial seeding rate
by at least 100% when planting no -till. Oats should be planted at 2 bmshels/acre and rye at 1-1 1/2
bushels/amc. Plant all these small grains at 1-1 1/2" deep. Acicquiaie depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the cdzaraderistics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time, The
remaining N should be applied dunng the months of February -March -
The following crop note applies to fie ld(s): Pull 9
Small Grain: CP, Mineral Soil, low-leachn le
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye fimm October
15-Novermber 20. For barley, plant 22 seed/drill raw foot and increase the seeding rate by 5% for each
week seeding is dedayed beyond the optimum time. See she seeding rates table for applicable seeding rate
modifications in the amexnt NCSU "Small Grain. Production Guide". Also, increase the initial sead3ng rate
by at least 10% when planfing no -till. Oats should be planted at 2 bushelslacre and rye at 1-1 1/2
bushelslacre. Plant all these small grams at 1-1 1/2" deep. Adequate depth caA rol is essential. Review the
NCSU Official Variety "green boob" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash rimed by a soil test can also be applied at this time. The
remaining N should be applied during the months of Febn mq-March.
----------------------------------------------------------------•--------------------------•--•-------------------•------------- ----------------
325669 Database Version 3.1 Date Printed: 11-22-2006 Crop Note Page 2 of 3

The following carp note applies to fields): Pull 7, Pull 8
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plamit 22 seed/drill row foot and increase the seeding rate by 5% fear each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 100% when planting no4ill. Oats should be plate at 2 bushels/am and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 la" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and in%rrnation from private companies to select a high.yreldmg
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied daring the months of February -March.
The following crop note applies to fidd(s): Pull 1, Pull 2, Pull 3, Pull 4, Pull 5
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planed Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast cgs use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture
with clovers. Tall fiseue will tolerate soil wetness but not flooding or prolonged saturation; use Ladino
clover for nhi� an these soils. Soil test for preplant and maintenance lime, phosphorus, and pot sixun
recommendations. Apply 40 to 60 lb/ac nitrom at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume moculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fi=w for bay production; reduce N rates by 25% to 501/o for grazing- Apply N Feb. 1 to Mar.
20 and Aug. 20 to Sept. 30, with equal amounts in each window- Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastuxus and Forages in North Carolina for additional information or consult
your regional agronomist or exte nsiou agent for assistance.
- --------
325664 Database Version 3- i Date Printed: 11-22-2006 Crop Note Page 3 of 3

OF \N A rF9
Michael F. Easley, Governor
William G. Ross Jr., Secretary
7
North Carolina Department of Environment and Natural Resources
Q -C
Alan W. Klimek, P.E. Director
Division of Water Quality
.tune 21, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Billy G Peterson
Oak Branch Farm 3-6
34 Old Wrench School Rd
Godwin NC 28344
Re: Request for Information
Facility Annual Average
Oak Branch Farm 3-6
NCA282724
Sampson County
Dear Billy G Peterson:
JUN 24 2055
DBR-FAME VILLEFE3!T,4LOFFICE
Based on information submitted with the facility's Animal Facility Annual Certification Fonn,
the Division of Water Quality (DWQ) is requesting additional information related to the annual
average of animals for the year 2004.
The Certificate of Coverage (COC) NCA282724 of your NPDES Permit states:
"This approval shall consist of the operation of this system, including, but not limited to,
the management of animal waste from the Oak Branch Farm 3-6 located in Sampson
County, with an animal capacity of no greater than an annual average of2,880 Feeder to
Finish swine and the application to land as specified in the facility's Certified Animal
Waste Management Plan (CAWMP). 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 unnecessary,
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 Division received your annual certification form on March 4, 2005. On that form, you
indicated that your annual average was 6,000. This exceeds the annual average specified in your
COC of 2,880 Feeder to Finish. To avoid possible enforcement action for a violation of your
permit, please submit the facility's stocking records for the year 2004 within thirty (30) days to
the following address:
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http://h2o.enr.sta1e.nc.us 2728 Capital Boulevard Raleigh, NC 27604
1M" Carolina
Nawra!!y
Phone [phone] Customer Service
Fax [phone]
Fax [phone]
An Equal OpportunitylAffirmaUve Adion Employer-- 50% Reryded/10% Post Consumer Paper

Bifly G Peterson
Page 2
June 2 1, 2005
Keith Larick
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Please be advised that nothing in this letter should be taken as removing from you the
responsibility or liability for failure to comply with any State Rule, State Statue or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at
[phone] or the Fayetteville Regional Office at [phone].
Sincerely,
�m
Keith Larick
Animal Feeding Operations Unit
cc: File 82-724
Fayetteville Regional Office

o�0 w A �F,�pG Michael F. Fasley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
1
Q -C Colun H. Sullins, Director
i
RECEIVED
August 1, 2007 AUG .0 3 2V
Billy G Peterson
Oak Branch Farm 3-6 DENS -FAYEfTNLLEREMNALOFRCE
34 Old Wrench School Rd
Godwin, NC 28344
Subject: Certificate of Coverage No. NCA282724
Oak Branch Farm 3-6
Animal Waste Management System
Sampson County
Dear Billy G Peterson:
In accordance with your application received on January 2, 2007, we are hereby forwarding to you this
Certificate ,of Coverage (COC) issued to Billy G Peterson, authorizing the operation of the subject animal
waste management system in accordance with NPDES General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the managcment
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Oak Branch Farm 3-6, located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 2880 Boar/Stud: 0Gilts: 0
Wean to Feeder: 0 Farrow to Wean: 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 June 30, 2012 and replaces the NPDES COC
.issued to this facility with an expiration date of 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. This General Permit contains
many new requirements than the previous NPDES General Permit. Enclosed for your convenience
is a package containing the new and revised forms used for record keeping and reporting. Please
hav careful attention to the record keening and monitorinn conditions in this hermit. The Animal
Facilitv Annual Certification Form must be completed and returned to the Division of Water
Quality by no later than March 1st of each year.
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.
Aquifer Protection Section 1636 Mail Service Center
lntemet: www.newatergualty,om Location: 2728 Capital Boulevard
An Equal Oppon unity/Affirrnapve Action Employer- 50% Regdedllo% Post Consumer Paper
Nam` Carolina
Nawdlry
Raleigh. NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

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 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, 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
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Coleen H. Sullins, Director
Enclosures (General Permit NCA200000, 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 NCA282724

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
f�f�rsv n
TABLE OF CONTENTS
17E-m
PAGE
L.aaoon Design Check List ........ • ... •................................. .
Design S=, -r_ar-.. ................................... _ ................ .
Lagcnr_ ';esism . . ...... ......................... . ..... .
R2S.- :'..^.:iall `i aria:�Ct. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Soil iCli . . . . . . . . . . . . . . .
Hazard Classification Data Shee: or Dams .................................... .
Operation and Maintenance Plan ............................................ .
Consmuc-.ion Specifications for Lagoons ...................................... .
Seeding Specifications .................................... . ............ .
Plan for Lagoon ................... ............................... .
Typical Cross -Section of Lagoon .......................................... .
Plan of E ,cavated Waste Storage Pit ........................................ .
Volume Ca03mulations.................................................. .
Waste LT_i:izaticn Plan ..................................................
Waste Management Faciliry Site Evaluation .....................................
vians.............................................................
A. Toro Man
B. Soils Map
C. Flocd Plain Map
D. ASCS Map
0

L a
Operator:Billy G. Peterson County: Sampson Date: 6/19/97
Has the site evaluation been completed & approved: yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
2880 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
x 1417
lbs.
= 0
lbs
x 522
lbs.
— 0
lbs
x 135
lbs.
= 388800
lbs
x 433
lbs.
0
lbs
x 30
lbs.
= 0
lbs
0
lbs
Total Average Live Weight = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 cubic ft (include.
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 97920.0 cubic feet
4. TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet)-------------------- 455.0
Inside top width (feet)---------------------- 265.0
Top of dike elevation (feet)---------------- 50.60
Bottom of lagoon elevation (feet)----------- 40.00
Freeboard (feet)----------------------------- 1.00
Emergency spillway depth of flow(feet)------ 0.00
Side slopes (inside lagoon)----------------- 3.0 : 1
Total design volume using prismoidal formula
SS/END: SS/END; SS/SIDE: SS/SIDE= LENGTI WIDTI DEPTH
3.0 3.0 3.0 3.0 449.0 259.0 9.60
AREA OF TOP
LENGTH * WIDTH =
449.0 259.0 116291 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
391.4 201.4 78828 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
420.2 230.2 386920 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
116291 386920 78828 1.60
Total Designed Volume Available 931263 CU. FT.
5. TEMPORARY STORAGE REQUIRED

DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Suzface area of connecting waste facility
455.0 265.0 0.0
120575.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 120575.0 square feet
Design temporary storage p riod to to 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 388800 lbs. ALW/135 lbs. ALW * 1.37 gal/da 180 days
Volume = 710208 gals. or 94947.6 cubic feet
5B. Volume of excess water
Volume = 2606.6 gallons/day *
Volume = 62726.4 cubic feet
180 days storage/7.48 gallons
per CF
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. = 84403 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 84403 cubic feet

5D. Volume of 25 year 24 hour stor 7.0 in.
Volume of "Heavy Rain 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 140671 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B. 62726 cubic feet
5C. 84403 cubic feet
5D. 140671 cubic feet
5E... 0 cubic feet
TOTAL 382747 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
25 year - 24 hour rain fall_____________—__= 7.0 inches
Heavy rain=—_______ ________________ _____= 7.0 inches
Freeboard================================= 1.00 feet
Side slopes________________________________= 3.0 : 1
Inside top length=--=-----== --========_== 455.0 feet
Inside top width=_________________________= 265.0 feet
Emergency spillway elevation(if planned)==== 49.60 feet
Top of dike elevation== ==================== 50.60 feet
Bottom of lagoon elevation================== •40.00 feet
Top of sludge elevation_________ ___________ 41.30 feet
Total required volume======================= 669467 cu. ft.
Actual design volume___________________—== 931263 cu. ft.
Seasonal high watertable elevation (SHWT)=== 44.90 feet
Stop pumping elev.==________________________ 46.00 feet
Must be > or = to the SHWT elev.========== 44.90 feet
Must be > or = to min. req. treatment el.= 46.00 feet
Min. Required treatment volume============== 388800 cu. ft.
Volume at stop pumping elevation============ 434074 cu. ft.
Start pumping elev.________________________= 48.30 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall==== 790592 cu. ft.
Volume at start pumping elevation—====_ == 783647 cu. ft.
Required volume to be pumped=====______=__= 242077 cu. ft.
Actual volume planned to be pumped========== 244065 cu. ft.
Min. thickness of soil liner w en required== 1.4 feet
7. DESIGNED BY:/ C APPROVED BY:
DATE: e DATE:

4
7. DESIGNED BY:
DATE:
COMMENTS:
APPROVED BY:
INUU i
S// a0'T
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction site and soils investigations with Dogwood Farms, Inc. unless otherwise noted. Dogwood
Farms 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 buffers or setbacks
and the absence of subsurface tile drains. Owner and/or Dogwood Farms 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: Contractor will have to take steps to de -water as pgrched water is
encountered. Contractor must insure proper depth of clay when existing material is left in place. All
liner -should be placed in max. 6" lifts and compacted according to attached specifications in order to
achieve a maximum hydraulic conductivity of 11.25x10-6 cm/sec.

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STATE OF NORTH CAROLINiA
COUNTY OF
The undersigned, I
(insert name (s) of owner(s)), owns the real property desLAbed as follows:
{' ert deed referees az or tax map parcel number) and hereby grants permission to
(insert name of producer), its successors, and
assigns, Clocate one or more swine houses or lagoons that are components of a swine farm
a distance of /per _ feet from the property boundary of the above -described property and/or
a distance of feet from a residence located thereon.
Attest:
Secretary
This day of 199 -
Individual 0«-ner(s):
' SEAL)
(Print Name)
c GY /i:9ms
(Prinz Name)
(Affix Corporate Seal)
Corporate 0«-ner:
By:
Its:

r
STATE OF NORTH CAROLINA
COUNTY OF
a Notary Public for said County and State, do
hereby certify nally appeared before me this day and
acknowledge the due execution of the foregoing instr==L
VJTTNESS my hand and notarial eal, this �o�� day of
199� .
Nomry Public
[NOTA.RIA1 SEAL]
My Commission Expires:
STATE OF NORTH CAROLINA
COUNTY O
a Notary' Public for said County and State, do
hereby certi t rsonaily apper.---d before me this day and
acknowledge the due execution of the foregoing in -moment.
WITNESS my hand and notarial s al, this day of
199Z
/ Not: ry Public
[NOTARIAL SEAL]
My Commission Expires:

• � l
STATE OF NORTH CAROLINA
COUNTY OF
This day of _ 19%, personally came before me
who being by me duly sworn, says that he is Presiidew of
that the seal affixed to the foregoing instrument in
writing is the corporate seal of said Corporation, and that said writing was signed and sealed
by him, in behalf of said Corporation, by its authority duly given. And the said
aclmowledged the said writing to be the act and deed of said
Corporation. _
[NOTARIAL SEAL]
My Commission Expires:
NOTARY PUBLIC

STATE OF NORTH CAROLINA
COT N, TY
1 .4
The undersigned,.
(insert name (s) of owner(s)), owns
(insert deed re eren a d/or tax map parcel number) and hereby grants permission to
(insert name of producer), its successors, and
assigns, IG locate one or more swine mouses or lagoons that are components of a swine farm
a distance of 1Q6, feet from the property boundary of the above -described property and/or
a distance of feet from a residence located thereon.
This day of 77 i999 .
Individual 0«ner(s):
{Print Name)
*((PNarm're)
Corporate O«ner:
By:
Its:
Attest:
Secretary
{hfflx Corporate Seal)
(SE.kL)

STATE OF NORTH CAROLINA
COUNTY O
ado a Notary Public for said County and State, do
hereby c '4ir� ' � •` fjkmonally appeared before me this day and
acknowledge the due execution of the foregoing insrmne=
WITNESS my hand and notarial seal, this day of
199G.
CLr�v
Notary Public
tLWOTARLA— SEAL]
My Commission Expires:
STATE OF NORTH CAROLINA
COUNTY OF
I, . a Notary Public for said County and State, do
hereby certify that personally- appeared before me this day and
acknowledge the due execution of the foregoing ni UnenL
WITNESS my hand and notarial seal, This
1994.
Notary Public
[NOTARIAL SEAL]
My Commission Expires:
day of

STATE OF NORTH CAROLINA
COUNTY OF
This day of 1996, personally came before me
who being by me duly sworn, says thu he is President of
that the seal affixed to the foregoing i n sa rm ent in
writing is the corporate seal of said Corporation, and that said writing was signed and sealed
by him, in behalf of said Corporation, by its attthoriry duly given. And the said
acknowledged the said writing to be the act and deed of said
Corporation
NOTARY PUBLIC
[NOTARIAL SEAL]
My Commission Expires:

o,
I
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CRON DRAUGHON
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- -.- SCS-EFfG-538
Rev. 5-70
lJ
U. S_ DEPARTMENT OF ApKI(:ULTURE
sCILCONsERvAT1Ow SERVICE
SOIL INVESTIGATION TO DETERMINE SUITAR11 ITY nP Pnnon,�vn Pnmr) QITC
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TYPES OF MATERIAL ENCOUNTERED "M BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA mAsgirICATIOK
(;W-Well graded gravels; gravel, sand mix
g- gravel
GP - Poorly graded gravels
s- sand
Gel. -Silty gTrivels, gravel -sand -silt mix
Vfs- very fine sand
Clayey gravels; gravel -sand -clay mix
sl-sandy loam
graded sands; sand-gnivel mix
fsl_fine sana Y.10, ni
§ij:: Poorly graded sands
SAI-Pilty'sand
91 - jravelly. lbarn
SC -Clayey sands, sand -clay mixtures
ML -Silts; silty; v. fine sands; sanidy orclayey silt
sil-silt loam
CL-days of low to medium plasticity
cl -clay loam
C14 - Inorganic clays of high plasticity
sicl-silty clay loam
AM -Elastic silts,
sc I - sandy clay loam
OL -Organic silts and silty clays, low plasticity
sic -silty C12Y
OH -Organic clays, medium to high plasticity
c -clay
1. Suitable material for embook—eat is available (0Yes [::]NO rrrdlcolc WA� lowled an Aft sketch a"
" 'so Akroj
REMARKS: 6- 41., 4
2- Expisin hazards requiring special attention in design rseepave. JPrhW.,,W_k etc.)
A
GENERAL REMARKS:
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24
25
26
27
28
29
30
31
32
33
1 34
35
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43
44
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48
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HA.LARD CLASSIFICATION DATA SHEET FOR B*bda
L.sndowne, ,//„ Counr� - rosaK.
jF
Esdmated Depth of Water to Top of Dam b Ft. Length of Flood Pool - Ft.
Date of Field Hazzard investigation 9/-Z
Evaluation by reach of mood plain dowrzrre m .o the point or estimated minor zff—fec: from sudden
dam failure.
' nd of Lnnrav :newts
Of Breac:x
Meat L.. -� v :� _ ' `'
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Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach_ A sudden failure of the structure will not endanger life nor cause sirtiftcant
damage to buildings- agricultural land- or uublic_roadways. The_strucrure.,;s aryroximately ( __ )
feet from ( ) and approximately ( z z ) fe--t frcm,, SR ( 143v ).
Hazard Classification of Dam (A, B, C) (see NEINI-Part 520.21) )q
NRCS Dam CIassification (I, II, III, 1V, V)
By Date T, 9S ,

Dogrrpod r&=Ms
OPERATION AND MAINTENANCE PLAN
------------------------------
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. All
included is storage for the 25 yr - 24 hr storm for the location and e
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year t
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 annue
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance witt
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 e
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 48.30 as marked by permanent marker. Stop pun
out when the fluid level reaches elevation 46.00 . This temporary
storage less 25 yr and heavy rain contains ###### cubic feet or
1825609 gallons.

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 rubbist
Satisfactory disposition will be made 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 material 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 5
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
ante 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 fos
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
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.

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. Watt
shall be added to borrow as necessary to insure proper moisture canter
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 estal
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.

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 seeds
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 seasor
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 operation!
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 EXCAVATIt
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.

QUALITY ASSURANCE
-----------------
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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED 6.0 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 I 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 JUNE 15
40.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JU LY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
40.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
6000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
12.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
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.

TYPICAI. VIEW OF ON,-.,. STAGE LAGOON SYSTEM
CONFINEMENT 13LDO.
F
Toll 'Wll)'l'li � " , )
in
HIGH END PAD ELEVATION: V9,3
LOW END PAD ELEVATION: qis
SUPPORT ADEQUATELY
VOLUMP E.S'1'IMATES
EXCAVATION
Lapon
i I R
DILL f
Dike
Pad
it, jz44,
Total Fill!
CUT►FILL RATIO'
1, f� T • �)
NOTES:
�fel, <r GN
1, � SAIo`4
PIPE INVCRT ELEVATION 4"�+6
DEPTH AT
START PUMPING
Li
BOTTOM ELEVATION ��
SETTLED TOP ELEVATION .5o • Y
INSI[7E SIDE SLOPES _ 3. �1
OUTSIDE SIDE SLOPES:
PLACE HIP -RAP, FLEXIBLE 1'11'1: Olt OTHER sUrrABLE MATERIAL AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER.

DOGWOOD FARMS_ INC.
Clinton, North Carolina
Form 1420
Name: l Pe �-crs o i
Lagoo # �
No. of Shots (Elev.)
/ -.?—
Sum of Shots (Elev.)
55L, (o
Average Ground Elev.
q4. 0.5 ft.
Top of Dike
TO 3
Bottom of Lagoon
40,3
SHWT
q 4, 4 ft.
Length of Top
ft.
Width of Top
Z ft.
Area of Top at Elev. Sa.3
ft.
PC, Ssq.
Area at Average Ground Elev. 414.o S
sq. ft.
Area of Mid -Section at Elev. 4,3, Ifs ( Center of�Cr t)
sq. ft.
T
�r
Area of Bottom of Elev. 4a,?
sq. ft.
7S_
Depth of Cut
ft.
S, ?r
Dirt Removed (Cubic Feet)
cu. ft.
5I7 arZ. Z
Total Excavation (Cubic Yards)
s cu. yds.
Under -cut ' - " Thick on Bottom & Slopes
Bottom of Lagoon ( ' x ') x
cu. ft.
Side SIopes - East & West (_' x ') x /. ,g ' x Z Slopes
cu. ft.
Side Slopes - North & South (_' x x L L' x z 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.

Clinton, North Carolina
Forin 1419
Name: 3, �� r !'1
Pad & dike Z
DIKE
Dike Elev.
Area of Dike
sq. ft.
u� e J
3p 3a
Number of Elev. Shots
to
Sum of Elev. Shots
Average Ground Elev.
?
ft.
Depth of Fill
ft.
LI Z 7
Cubic Feet of Fill
cu. ft.
iz 3S !
Cubic Yards of Fill
i Y7
cu. yds.
to l Ratio Added
cu. yds.
limp]
Area of Pad G x Zi-p
I SF,Uo�
sq. ft.
PadElev.
I L"t
Average Ground Elev.
L/ s 5 3
ft_
Depth of Fill
ft.
Sum of Elev. Shots
3 �,
Number of Elev. Shots
4
Cubic Feet of Fill
cu. ft.
3u 5 7 U
Cubic Yards of Fill
cu. yds.
r.4 to 1 Ratio I
cu. yds.
Total Fill (excluding Clay Liner)
i
cu. yds.
AlI r 6�60 /`

ANIMAL WASTE IITILIZATION PLAN
Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
Billy G. Peterson
32 Old Wrench School Rd.
Godwin NC
910-567-6307
New Feeder to Finish Swine
2880.00 hogs
Anaerobic Waste Treatment Lagoon
Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not. apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
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 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs x 1.9 tons waste/hogs/year = 5472 tons
AMOUNT' OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs x 2.3 lbs PAN/hogs/year = 6624 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
e
f
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
741
1
Gr
BC
4.2
210
4.41
926.1
I
MAR-OCT
741
741
741
741
741
741
7.41
741
741
741
741
2
IGr
3
GoA
4
GoA
5
NoA
6
NoA
�1
- 2
-3
-4
-- 5
-6
END
BC
I
Bc
I
BC
I
BC
I
BC
I
SG
T
SG
I
SG
I
SG
I
SG
I
SG
I
I
4.2
1210
1 12.76
1579.6
MAR-OCT
5.5
275
3.86
11061.5
MAR-OCT
5.5
275
3.03
1833.25
MAR-OCT
5.2
1260
1 15.51
11432.6
MAR-OCT
5.2
1260
1 15.79
11505.4
MAR-OCT
1
50
4.41
1220.5
SEP-MAY
1
50
2.76
1138
SEP-MAY
1
50
3.86
1193
SEP-MAY
1
50
3.03
1151.5
SEP-MAY
1
50
5.51
1275.5
SEP-MAY
1
50
5.79
289.5
ISEP-MAY
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TOTAL17606.45
- 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
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 4

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 I and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BC
SG
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
SMALL GRAIN OVERSEEDED
TONS
AC
50
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
25.36
7606.45
0
0
25.36
7606.45
* BALANCE
-982.45
*** 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 1065.6 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 5328
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 17.76 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 42.624 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 I
I
jApplication
RatelApplic. Amount
Tract
l Field l
Soil Type
I Crop
I (in/hr)
l (inches)
7.41
I I
I --2 I
I
I SG
I
I
I
I
741
I I
11 I
Gr
I
l BC
I
l 0.40
l *1.30
741
I I
12 l
Gr
l BC
l 0.40
I *1.30
741
l 3 l
GoA
I
I BC
1
l 0.50
!
I *1.30
741
I I
1 4 l
GoA
I
I BC
I
l 0.50
l *1.30
741
l 5 l
NoA
I BC
I 0.50
I *1.30
741
I
l 6 l
NoA
I
l BC
I
l 0_50
I
l *1.30
741
I
-1 I
I
l SG
I
l
I
I
741 I
I
"3 I
I
I SG
I
I
I
741 (
I
-4 I
1
I SG
i
I
Page: 8

ANIMAL WASTE UTILIZATION PLAN
I
i 1 1
741 -5
741 -6
SG
SG
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
j the temporary storage must be removed on the average of once every
t 6.O0 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
Mr. Peterson will be applying waste using a traveling gun. This plan has
been roughly broken down, prior to the irrigation design, in pulls. Mr.
Peterson will be knows to apply only at agronomically acceptable rates and to
account for buffers.
Bryan C_ Spell
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10_ Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 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: 11

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 50 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: 12

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:Oak Branch Farm
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina�Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: Billy G. Peterson
(Please print)
Signature: ADate:
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: [please print /
Affiliation:NROS 3_70�''� -
Address (Agency)
G Ic`� fon�✓4 � � 37 �
Signature: C Date:
Page: 13

a.'Ji�'irf�Y��r�1
'�F�Yri:v �.�c^�.

�. United States Nagai NC-CPA-17
❑ecarment of Resaurc--s Rr1r. 1, 2-W
Agriculture Ccnservalicn
Service
WA=" F:LCI= EVALUATION
NA�C ,:l., et -Erse L..'".�CLiiON ��rra%� Cie %d .5f,
Ta.HCNE 5 G 7- e .io 1 S OP_IA-=N 4-?7 p A�_.
LOCkTIOIY 5;AIA
D=ANC" FROM WZAIZ5 i RS5=D G NOT O WNM BY PRCDL'Ct-tL 7 /-5-0 c FT.
DI5':ANC : ELCM NT-�L.. ?Tj ISC = A.CZ-rY (=wo4 D
is 7-1.000 PLAN7 YES No
If yes, "RCS caanot provide assistaacr
IS S.T_ AT ES:Lf IOU : ;.'ram. OM A ?--k.r`NIAI. YME-1XW `: NO _
If no, site mtut be reioczted.
LT S— WI -V : YtII� ?ONL�sG:LZi :5+71C�N OF A yiT2:��"FC? tLiY? YZ, S YO ✓
If yea, landowner should canzWt with loal zoning board about required
pernits. Permits musz be obtained prior to design approval.
AB.EL,-I'IL1--SLNCCNST.RUC;;ON:LR-r-l? YES i70
If yes, sr_ Par. 503 of the Nadowd Engineering Manual znd follow policy.
(Copies of maps or otber reference marrtials Wray be srmched to site
evalgadan.�
VIrj-l.A:NDS
V-CL'-S,:_AN-VOL'77-C.,L-0- 7OWOODLANDORANYNON-C.-WP ND? YES ,To
If yes, producer must complete Fora N- CS-C?A-38 (Request for Certified
Wetland Deter =inadoa/➢eiineatian�
WU-7 AC ON RrSLIX LN SWAZiGSLS-MNGT YS � NO �
tF a L N'DS AP-r ,*r� Ci.'T_ ]. Z LS i.— .�aONS3IL=. OF i rtc?RCnUCZ;LTO WNT.aC-1 '= US AR.uY COW OF
i rON= AND i � DIN -WON OF LX7MONMENTAL .W.NACEME ri T 0 D ,,-AMNE IF Pr. LU i 5 AP-- RZQL'IRM
IF WEiT.AIYDS ARC LWOt:"=, TM PRODUUC .RSHOULD NOT CL=AP.ANY LAND LNTMAWE 4-AND DM247=N
IS XADL
MRCS will provide technical assistance in wetlands only under the following coaditiaas. For tuuttral wed=d
iadusiom less than one arse in site, ,ZNRCS wti l provide assistance only if the functions and r-31tw Iasi st= fully
mitigated For natural wetlands greater than one acre in sat, MRCS will provide assistance only after a
rigorous sequencing pros= ro include avoidancr, minimintion of impact, sad compes:= ry midgadou is
mrried out in that order of Prefemoce.
ODOR CONTROL -
H.aS ODCR C01-r=L BEM -I DISM*SS= W-11,1: PRODUCr.Z_
• PRFJOYIF.NA- i WLND DEC[1ON7 Yrs ✓j NO
• PREC:WRGLVG LAGOON `S,i: --=H t= A -1-40 AT LLAST I/2 YES ✓ -.40 _
CF7KE CA2AC.,Y7
• USI-110 GOOD SOL:VQ =GMENT 1i La:VI? .i?pL CAiTON YES i/ NO
OF W �r`c.,

NC-CPA-17
REV. 1, 2-9E
Page 2
OVER ZYVIRONNiF-%'-r LL FACTORS
L5 EYD.a.YGs.�7 AND�pR ,�3.E:a?L tEO SirCOS ii.�BIT.�T PRrS�Ci7 Y:- _ NO V
LS A DESICsNA7M NAVAL SC=VIC ,iR1i LYCLLMED Lei TM PLtNYLwG AREA OR /
tV7Z ?*�t`YNFD AC =bNS DkI1PAC.- ON dN AD1AC_"*ti NA=MALSC—r*1iC AREA? YES � NO _✓
LS AN ARC?-TAEOL--K,-!CAL OR:iLSi ILYCAL. ji:. LC4CA = W TzM?LAZI YF.D AREA? YES NO
ARE----L-- ?_R :1L UNTQL, STAT2 OR LOC. J Y iMPORY.LYI' aS.iCLa.YDS LY 1HE YES _ NO -Z
WII=i:` SON rLr LM74 IN SODHUSai.�IG7 YES NO ✓
If the iwwer to any of the aba" is yes, ?MRCS will not provide techni=l —
nxismimce unless meemcv noUcv is followed.
WASTE NtA-NAGF—NLE.NT
DOES ?RC DUCT-0 WN, - HOUGH LXNM TO PRDP�LY LeLNU APPLY AL_ WASY?S YO
LNCLLM LNG SL UDG L A= 1L GH SLLMCE MAY ONLY BE dUv?L E1:7 LNFREQU N-iY? b4 i � L L ; s
GF.oq�. fJ; /I L, r—iz.u� r ✓)t!�=s W!.t+. Grp 5 0.cr+_ !
It NO, DOES ?RODU=.TI V-r ACL'z= TO MORE LA� YES NO
IF LAND :S NOT OWN7= BY?R ODUC.. CAN?SODUCZR Gil AGREZM=T74 ON LAND YES— No _
ON WiIIC-ITO APPLY WAS+ 7
(Attach Wsats Uti7.i-tion Plan to site sraluation.)
SOII. Z V=IG TIOIY - VAL D OfiLY YF SOIL LYVESTZGAnom
SEE= ATr.AC=
IS SOIL SM,TAB E : GP L ACCON7
IS A L =- REQLr-=?
i'Y?E OF Ir^r"c3TO SE u5E?:
IF C AY LLYF3 S TO BE L'S*cD, M S-,TrA8L: =AY ,kV a rr 1 BI r ON
i5 �z7
IF CLAYiS NOT AVAM-kB _. O, 7 SITT, DOES "YDOWNML HAVE
AC= iO CLAY7
is A GORE -Ragma , 7
(ids sail inweatigation Sheet to Site evsluadOC-)
S SLaBSUUACE DR. IN ill= PRESEEM yes, d1c moat be re:aawed or plugged
SI ice, APPROVED
COb04m�;-13 f7
NO
Y- z z NO
YF-S _✓ No
C: AY ✓am4-L ONiLs SYYir iC
YFS ✓ NO
YES— `a
YiS ✓ NO
%S NO ✓
CONDi TLONAL
w
s: 1 ifs .-f#--
TI5 Sr—rWW=i GATi0; l IS VALE] FOR i Wr—VE MOY AS FROM Try DATE SHOWN BELOW. IF CO tS7RL:CnON-
ETAS NOT 3=4 t:AsZ� WTI-xDA I 4iOLN74iS. A NEW Sa'Ts DIVE517GAiION WML HE REQULREf). Y
SIG.iAiLRE /�✓�:, DA71Z 2Q QL
v
Y Ch=ses -:a the local or sm m law or ch=g= i : the =ndard muid r=ui-e a new site 'snvesd33 om

51
"84
1283
3t&
1428
1131NO J\ f��
1.4
IT
Com'
- 41*
1 14
7 7
e;Gee ,� _-_-- --,�, � 4�-
7v!
... ..... . .
r4
149
Bq 140
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66422/531
OAK BRANCH FARMS
PH 910-567-6307
34 OLD WRENCH SCHOOL RD
GODWIN, NC 283"
CAROLINA
BANK wce currr``oN. N.C.
FOR ,,—�. eesda.w
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MR HOGS
P.O. BOX 398
RiCHLANDS, NC 28574
(910)3241665
February 7, 1997
To: Billy Peterson
MR Hogs will provide labor and material to build a standard Lundy's 720 topping floor.
MR Hogs will provide cement blocks, wood, truss, slates, electrical, plumbing, galvanized
metal and plastic coated chicken wire, in compliance with Lundy's standard building design as
built before for Mr. Peterson. MR Hogs will clean the site of all of our trash. MR Hogs will
provide one (1) loading chute poured on ground level; and MR Hogs is not responsible for any
backfill. Lundy's Packing is to provide feeders and feed systems. Total cost per building is
Seventy -Three Thousand and No/100 Dollars ($73,000). Total construction price shall therefore
be Two Hundred Ninety -Two Thousand and No/100 Dollars ($292,000).
Monev_T_o Be Drawn Per Building
Completion of Cement Pad and Block Work $ 20,000
Completion of Slates 20,000
Completion of Wood Work and Metal 20,000
Completion of Building 13,000
Billy Pet rson
MR Hogs
By:
Partne

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: i3zz,, r1 Facility No: -
Owner(s) Name:_ /3,'//,� G . �c f�ys� _� _ - Phone No:
Mailing Address:
Farm Location: County Farm is located in:
Fourteen Digit Hydrologic Unit:
Latitude and Longitude:
Integrator:
PIease attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.):
Operation Description:
Type of Swine No of Animals
O Wean to Feeder
o Feeder to Finish
() Farrow to Wean
O Farrow to Feeder
O Farrow to Finish
O Gilts
O Boars
Type of Poultry
QLayer
opullets
Other Type of Livestock:
No of Animals Type of Cattle No ofAnimaLs
()Dairy
()Beef
Number of Animals:
Fxpanding'OfJerarron Only_
Previous Destgn Capacery 4eidriional Iiestgis Capacity ..: 7ora1 Destgn Capacity
Acreage Available for Application: Required Acreage;
Number of Lagoons/Storage Ponds: Total Capacity: Cubic Feet. (10)
Are subsurface drains present on the farm: YES or NPo (please circle one)
If YES: are subsurface drains present in the area of the LA ON or SPRAY FIELD (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 named 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 storm 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 pollutants from lounging and heavy use areas must be minimized using technical standards developed by
the Natural Resources Conservation Service- The approved plan will be riled at the farm and at the office of the local Soil and Water
Conservation District. I (we) know that 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 certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature:
Date:
AWC -- August 1, 1997

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC GF .0005, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H_0217 and the USDA -Natural Resources Conservation Service (MRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RCJ) the technical specialist should only certify parts for which they are technically competent.
IL Certification of Design
A) ollection storage, Treatment System
Check the appropriate box
O Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with
New, expanded or retrofitted facility (SD)
Anitual waste storage and treatment structures, such as but not limited to collection s;
been designed to meet or exceed the tnuu um standards and specifications.
Ve
Name of Technical Specialist (Please Print) )C.
G,. gr 5.��;P. E,
Affiliation: Sijti`„ cl.-I„it;
Date Work Completed: g%1ll je
Address(Agency) f o 3 �.,.(�wa,d sf Cl , &c
z?.rPhone No: cy 0 --S"If _ Z 7a3
Signature: .
Date: $/! 311 S,
FFA
R) Land Application Site
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):3."!j
'�2 .
Affiliation: T)o S 14 Ocj --
Date Work Completed:
Address (Agency): _ �
H Phone No:
Signature:
Date:
OC -
C) RunoffControls front Exterior Lots
Checker appropriate box
( Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
{) Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by MRCS,
Name of Technical Specialist
(Please Print):
S-
Affiliation: ���
Date Work Completed: �Ir S
Address (Agency '
Phone No.: s f� 1f Z,'? Jcy y
Signature:
Date:
AWC — August 1, 1997 0

Brock Equipment Co.
PO Box 100
BAILEY, N.G 27N7
Phone [phone]
Fax [phone]
This irrigation system was designed by Slane Ward of Brock Equipment Co.
A scaled drawing, required calculations, and rewired specifications on pipe and equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
75 feed from surface water and perennial streams
25 feet from property lines
200 feet from residence
100 feet from well
All comments and recommendations are appreciated.
Thank you,
Slane Ward

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Traveling Irrigation Gun Settings
Travel speed = 1.5 fpm
Application rate = .27 iph
Lane spacing = 200'
Wetted diameter = 270'
Cain make and size = Nelson 150
Ring size = .86"
Operating pressure at gun = 70 psi
Operating pressure at reel = 86 psi
Operating pressure at pump = 96 psi
Arc pattern = 33011
Flow rate of sprinkler = 120 gpm
Pump power requirement (bhp) = 13
Total acres covered (effective) = 24.21 .
Traveler make and model = Hobbs 1030
Hose length = 965'
Hose diameter (ID) = 3"
Speed compensation = mechanical
Hydrant number
Effective Length
EffectivV Width
Acres C=md
1
856
216
4.24
2
396
208
1,89
3
426
200
1.96
4
816
200
3.75
5
1037
200
4.76
6
1037
200
4.76
7
596
208
2.85
Total: 24.21

FIELD SPECIFICATIONS
The lowest maximum application rate (inches per hour) = .35
The lowest maximum application amount (inches per irrigation cycle) =1.3
This information was provided by Brian Spell.

TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLICATION RATE
I = ((96.3*q)J(3.14*(.09*r)^2))" 360Jw
where,
= approximate actual application rate (iph)
q = discharge (gpm)
r = wetted radius (ft)
w = portion of circle receiving water (degrees)
Aoolication Rate = 0.27 Inches per hour
TRAVELING IRRII; ITIOI+LGQ1 APPLICATIQN 6MOUNT
d = (1.605`q)J(I*s)*s)
Mere,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total AAplicatiion AMuRt = i�6 inch__ea
MEW -My IN APIPELIINg
v = 10.408-gyd"2
where,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
YaLoAlx of Wa r a 3 Q6 eet r second
IF q = 120.00 gpm
r = 135.00 ft
and w = 330.00 degrees
then I = 0.27 iph
IF q = 120.00 gpm
I = 200.00 ft
and s = 1.50 fpm
then d = 0.64 in
IF q =1 120.00 gpm
and d = 4.00 in
then v = 3.06 fps

FRICTION LOSS
IN SUPPLY LINE AND/OR TRA VELER HOSE
FRi TION LOSS IN SUPPLY LIN
FL =[(0.2083*(100/c)"1.852)*[(Q^1.852)/(D"4.8656)]*(U100)]*.433
where,
FL = friction loss in supply line (psi) IF c = 150
c = roughness coefficient Q = 120 gpm
Q = flowrate (gpm) D = 4 in
D = inside diameter of pipe or hose (in) and L = 1100 ft
L = length of supply line or hose (ft)
Friction Loss in Supply Une_=
FRICTION LASS IN TRAVELLER HOSE
then FL = 3.91 psi
Pg!
(if solid set ... enter 0 for gpm )
FL =[(0.2083*(100%)1.852)*[(Q"1.852)/(D"4.8656)1*(U100)r.433
where,
FL = friction loss in traveler hose (psi) IF c = 150
c = roughness coefficient Q = 120 gpm
Q = flowwate (gpm) D = 3 in
D = inside diameter of pipe or hose (in) and L = 965 ft
L = length of supply line or hose (ft)
then FL = 13.89 psi
fiction Loss in Trav I! r Host 13.89 p�

TOTAL DYNAMIC HEAD
Elevation dif. from water to CL of pump-
psi
1.732
feet
4
Elevation of nozzle-
2.165
5
Elevation dif. between CL of pump
and high point in field-
4.33
10
Sprinkler discharge pressure-
70
161.7
FL in pump suction assembly-
2
4.62
FL in pump discharge assembly-
2
4.62
FL in traveller hose** -
13.89
32.09
FL in supply line` -
3.91
9.02
TDH-1 100.021 231.05
BRAKE HORSEPOWER
BHP = [Q*TDH]43960*Ep)
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IF Q = 120 gpm
TDH = 231.05 ft
and Ep = 0.55
then BHP = 13 hp
8rak-_#iors222Mr = 13 horsepower

U.S. ~/ � j jj�l 1
100 SERIES BIG GUNS 24* TRAJECTORY" �f v
--
100 T TAPER BORE NOZZLES T 7 //�/
e
GPM pIA
Norzte
GPM pIA.
Nozzle
65"
GPM DIA
Norrle
.TGIA
GPMD!A
GP
1
T ' = '205'.
as,
64 215'
74
225'
8773]'
IDq
2/5'
115
*265,
225
75 738'
PH
2S0'
103
763'
1PD
275,
116
245'
H3 25B'
l00
270'
117265,
Ill
290'
129
303'F100
92 276'
l SR10D
100 R RING NOZZLES
Nozzle
M DIA
Nwrb
GPM DIA
N0211e
GPea' M pIA.
Mnz2ie
GPM DIA
"aisle
GPM 10'0IA.
256'
t30
265,
150
r•
773,
165
-
2BO'
20'.
3gr3'
283'
155
2nS'
17I
302'
197
310,
243
3.78'
306'
175
315'
201
3.'fi'
723
335'
27a
3B2'
324E
195
335' 1
222
344
247
355'
304
31J0
PSI
71 RUNG
77 RING
.1111 ING
96 RING
69 RING .93 RING .06 RING
0 5 ON
0,6 DH
0.7 DN OA DN
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA GPM DIA GPM DIA
GPM DIA
GPM DIA
GPM DlA GPM DI.
4D
66 209
H1 ?15
78 212
% 240
91 215
110 :45
103 774
16-24Q
175 .W
Ili P35 134 21H 152 242
a�A8' a4ac a::rt8%i2BG
141 270 164 275 167 280
LV
A.
-211
45 154
66 166
—
91 182 118 19
110 200 143 21
60
— —
an
94 "A
III phi
1.7 775
145, :'H,r,
Ir.3 ion 189 305 315
-• .-
_ ._
— — — .
-
. 47
174 2B0
142 295
$DO
105 274
162 305
;
182 1 D 212 325 230--
:'
1 Q.31s
lei-
150 SERIES BIG --GUNS'— 24a TRAJECTORY"
150 T TAPER BORE NOZZLES
P51
Nozzle
.r
GPM DIA.
Nazrla
s-
GPM nIA.
Nnr[le
9•
GPM DIA
1401116
tot^
GPM pIA
Nozzle
L1'
GPM DIA
No4zte
tt'
GPM •IIA
Mottle
GPM 13-
Will
DIA
3M'
... 37::'
?I', :145'
3:10 ;IFS'
60
110 2fV
143 :'A'1'
1N, :1m,'
2111
:1:1]'
20
3'.5'
Jt5 W7]'
BD
77P 79t1'
11515 310,
36L'
345'
445
410'-
731afY��i� .
790
.175,
S00
440'
100
14] 3tD'
165 330'
- r
235
3'.,5'
355 400'
425
42D'
120
157
33W 1
320
395' 1
355 420,
1 465
dag
440'
1 S45
480'
204 350'
258 375'
150 R RING NOZZLES i -
PS I.
A
D6
GPM DIA.
Ring
A7
GPM pIA
+ R?
1 08
GPM_ pIA
RIN
1.18
GPM D1A.
Ring
I.26
GPM DIA,
Rmq
1.34
GPM 01A.
R;nq
R-
1.4l
GPM DIA.
DS--Ki4205.'
' Ardim 001 &ii
,
l► ..92Q'
1 365 365'
445 395'
Soo AIs'
545 435'
I l0 ��
4
Ul 30n'
15T 316'
143 290'
165 3W,
I
1" 30D'
225 315,
?Fi0 .340'
bttr�.
290 11,n'
i
275335'
315 3(A)'
355 3H0'
330 35W
360 7B0'
425 400'
3
--BO--
100
120
2tO 320'
W. 32n'
7-15 74n,
204 335'
2159 360'
320 3B0'
305 400'
465 420'
-T!M dlarlM[H DI throw Ia appfalt"Isly 3% less lot the 21' trajectory angle.
200 SERIES BIG GUNS — 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
1Maztle
NIUID
NOzzte
Nozzle
N832N
Nalzte
Nozzle
Nozzle
NOz24e
1.2'
1.3"
1 4•
1 5'
16'
1.7$'
] 9'
PSI.
GPM DIALGPM
DIA
GPM DIA
GPM DIA
415 4to,
GPM OIA
D{A
GPM DIA
GPM ❑tA
GPM D!A
486 430-
�CIPPA
h5 4t,O.
f:30 4G5'
755 495'
690 515'
70
270 360,
310 3R0'
355 395'
Alimile
4'
,.;wAJQL2.
W445,
- 1
90wa.A70..:
b:'r:ABb"
90
310 390,
360 410,
405 425'
475
545 465'
625 4B5'
715 505,
B55 535'
1005 655'
Oilrsi2Q'
7
'
605 a95'
G95 515,
790 535'
110
344 n0'
390 430'
445 450'
525 a10'
945 565'
r[10 590`
6V — Aim
b45�A6Q'
130
370 a25'
425 445'
4B5 465'
565 4B5'
655 515'
755 540'
1 660 560'
1 1025 590'
1 1210 620,
200 R RING NOZZLES 4 L1
Ps 1.
I1I2o' Fling
GPM DIA.
1I4%' Fling
GPM DIA
1 •h' Ring
itattOA
1 %' Ring
GPM..{nA.
14:r Ring
GPM actual)
1 %, Ring
GPM aC1DIA
2' Ring
GPM^ "`D1A.
bQ.r,+a�70 ..t
385 3'+D'
84.:.
i;airA410 c_. am- '
445 410,
�.Ii �701.a�aAO'
615 425'
uirtib35:1.�:I10
585 440'
695 455,
7S0 340'
330 370'
290 370,
3BO 400'
005 490'
rAtlY
445 4C10-
5[5 440'
S90 455'
h76 470'
RIDO
30rria..
�
2Ll:ara./{7
660 480'
10,4;,;iAA6 '
755 500,
�
9o0 570'
325 390,
425 41115•
500 445'
575 4F5'
4f,5 44:'
5.15 47;'. i'
f.70 4115!
7T, 5nn'
355 410'
n:'S:'0'
9F{5 545'
ILI
Q.
I
WA
"The ijklmataz of throw ra approtialetefy 2% less For the 24• lratoctary argW. S% IM for the 2t• trajectory migl9
The BIG GUN* Pliftmanoe data has been obtained under ideal last candil ons and may be adversely alluded by wind. poor hydraulic entrance conditions at other factors.
Nelstlrl Irrigation Corporation makes no representation regarding droplet condition, uniformity. of aWication rate,

kpR'a
CAPRARI MEC — D series pumps are
designed for tractor P.T.O. drives and
are ideally suited for a wide range of
Irrigation applications including the
high heads normally required for
Irrigation travellers.
El
Caprari also manufactures a complete
range of pumps for engine drive,
vertical turbine and submersibles.
Ask for details.
eL PBig
UMF
CONSTRUCTION
Single or two stage pumps are cast Iron with end suction
and a horizontal discharge facing right when facing the
pump from the rear. The direction can be rotated to left or
vertical by your dealer. The balanced impellers are cast Iron
and have two replaceable wear rings for each impeller. A
stuffing box seal Is standard equipment. A dependable
step-up gear box has hardened helical spur gears running.i
oil. Some models are also water cooled.
The heavy duty trailer supplied has a rear support bar which;,
is used to keep the pump from tipping over backward.
Standard tires are 4.00 x 8. The pumps are supplied with a..
P.T.O. shaft, hand primer and discharge check valve. An
appropriate sized N.P.T. female coupling is supplied for the
suction end.
NOTE: We would highly recommend the use of safety shut -down
switches for your tractor when using a P.T.O. pump.
Cadman Power EQuipment Limited, wnose policy is one of Continuous imprmnsmsn4
reserves the right to ChGaga specifications, desygn or PdCes Without incurring
obligation. A
; I I I 1 1 F:

TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVEIJNG IRRIGATION GUN APPLIQATILRATE
I =((96.3'q)/(3.14"(.Og'r)"2))"360/w
Mere,
I = approximate actual application rate (iph) IF q = 120.00 gpm
q = discharge (gpm) r = 1 35.00 ft
r = wetted radius (ft) and w = 330.00 degrees
w = portion of circle receiving water (degrees)
Application Rate = 0.27 inchgs per hour
TRAVELING IRRI TIO N A PLIC TI N 6MgUNT
d = ('i .605*gy(I*s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s =travel speed (fpm)
Total Application Amount = . ipches
VELOCITY IN A PIPELINE
v = [0.408-gydA2
Mere,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Vellocily of Wa r = �A Leet pAr se and
then I = 0.27 iph
IF q = 120.00 gpm
I = 200.00 ft
and s = 1.50 fpm
then d = 0.64 in
IF q = -1 —2 6 -0-01 gpm
and d = 4.00 in
then v = 3.06 fps

FRICTION L OSS
IN SUPPL Y LINE AND/OR TRA VELER HOSE
FRICTION LOSS IN SUPPLY LINE
FL = [(0.2083'(100/c)"1.852)*[(Q"1.852)/(DA4.8656)];(U100)]•.433
where,
FL = friction loss in supply line (psi) IF c = 150
c = roughness coefficient Q = 120 gpm
Q = fiowrate (gpm) D = 4 in
D = inside diameter of pipe or hose (in) and L = 1100 ft
L = length of supply line or hose (ft)
Friction Loss in Supply Line =
FRICTION LOSS IN TRAVELLER HOSE
then FL = 3.91 psi
391 pSi
(if solid set.. _ enter 0 for gpm )
FL = [(0.2083'(1001c)"1.852)'[(4"1.852Y(0"4.8656)]'(L1100)]".433
where,
FL = friction loss in traveler hose (psi) IF c = 150
c = roughness coefficient Q = 120 gpm
Q = flowrate (gpm) D = 3 in
D = inside diameter of pipe or hose (in) and L = 965 ft
L = length of supply line or hose (ft)
then FL = 13.89 psi
'etion Lqss in Trav2llQr Hose a 13.89 p_Ci

TOTAL DYNAMIC HEAD
Elevation dif. from water to CL of pump-
psi
1.732
feet
4
Elevation of nozzle-
2.165
5
Elevation dif. between CL of pump
and high point in field-
4.33
10
Sprinkler discharge pressure-
70
161.7
FL in pump section assembly-
2
4.62
FL in pump discharge assembly-
2
4.62
FL in traveller hose`* -
13.89
32.09
FL in supply line"" -
3.91
9.02
TDH-1 100.021 231.05
BRAKE HORSEPOWER
BHP = [Q"TDHY[3960*Ep]
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IF Q = 120 gpm
TDH = 231.05 ft
and Ep = 0.55
then BHP = 13 hp
Brake Horswwer 13 horsepow,gr

A-0 u u v i 4 1 L.i -AL v 1 %.1 * 1j—.1,,1 '4 U. U 1N11
100 SERIES BIG GUNS - 24- TRAJECTORY"
100 T TAPER BARE NOZZLES
Noule
Nozzle
PSI
GPM DIA
GPM DI
50
5i 205'
y
64 21
70
60 225'
75 27
90
60 245'
03 75
"0
76 265'
92 27
'Av*4m
M only with FtoO
i --
A
A-
o'
8'
Nozzle
GPM DIA
Nozzle
GPr.I DIA
Nozzh
GPM DIA
Nozzle
GPM 75- DIA
r4ozzie
1.
GPM DIA
Nozzle
GPM 06, DIA.
Nozzle
GPM 9.
Noaz%
D.
ro'
DtA
GPM
DIA
5'
74
RA
2:5'�
250'
1"
155
265'
T!15'
ISO
177
771,
302,
165
197
2SQ,
310'
204
243
-W.
33A'
67 2XI
103 24,3,
100
120
245'
?d5'
115
136
256'
7 ,
263'
t(N1
27a'
t17
201'
175
.. 315'
201
326'
223
335'
27a
362'
t35 29;'
1!,5 306'
114
790•
129
303'
ISO
3t5'
t71
324'
f95.
335'
222
344'
247
y5,5'
304
fig•
Igg,
100 R RING NOZZLES
100 ON DIFFUSER NOZZLES
PSI .71 RING .77 RING .01 ING 86 RING .69 RING
.93 RING
.96 RING
0 5 ON 0.8 ON
0.7 ON
0.6 DN
GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA
GPM DIA
(:PM DIA
CPM DIA GPM WA
GPM DIA
GPM Ota
�152
40 66 200 7o 212 91 215 103 224 110 235
134 23R
242
45 154 66 16B
91 102
n8 191
3J5-2 �...20..a eC
AO 91 235 46 140 iItl lay 125 _h.0 141 ?70
164 275
t63 200
— —
110 200
147 21r
n
,11:3
Rn 94 255 III Nis 1?7 775 145 2qf. 300
109 3115
211 315
-
1
lei
100 1D5 270 124 200 142 295 162 3O5 t02 320
212 325
236 335—
t Q . J15 19 .
"The diameter of throw a approvmelely 3%less tor 1M 21'trNoctory angle. 6a4 less lot to'
150 SERIES BIG GUNS -- 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
I
PS 1.
Nozzle
GPM DIA.
Nozzle
GPM DIA.
Nazzle
GPM DIA
Nozzle
GPM DIA
Nozzle
GPM PIA.
Nozzle
1.2'
GPM DIA
Nozzle
13'
GPM DIN
110
265'
143 214'.'
60
182
,InS,
?2S
.175,
•
?75 345'
Tin
3611'
3A5
3Rn'
00
r26
290'
165 310,
7tio
355'
3t5 375`
3%•
395'
445
4101
210 31,15'
7;��tAir
:e4ea4.�1
235
355'
190
315'
355 400'
100
143 310'
105 3.10'
425
420'
500
440'
120
1 157
330'
244 350'
320
335
365 420,
AM
440'
54S
480'
258 375'
150 R RING NOZZLES i ^ 4)
PS I.
Rmp
1!6
GPM
OtA
A-
.",
GPM
DIA
Alnq
s OB'
GPM DIA
1.16
GPM
DIA.
Ring
I
GPM
DIA
Am�
13a
GPM
1111A.
AanQ
tat
GPM
3U5
445
500
545
DtA.
365'
395'
415,
a3S
IDO
120
113 760'
.
165 3D0'
) ,
IR2 300,
—
21 �370,
225 315'
260 340'
1Silailei35
275 335'
.
,. 315 360'
7 1
330 350,
3110 3130'
475 400'
a65 420
143 3nr1'
157 315'
IRS 37n'
2'IS 34n'
..
270 36a•
355 3R0'
365 400'
204 M.
256. 360'
320 380'
inn owrrleter o1 ini w Is appratlmataly Tis teas tar the Z1- trajectory "is.
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPFA HORS NOZZLES
NOzals
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
1.05'
11•
t.2•
13-
11'
is"
to,
1'75'
14'
Pg I
GPM DIA
GPM DIA
GPM DIA
Gr'M DIA
�I,:386....300�
GI'M DIA
GPM DIA
GPM DIA
GPM DiA
GPM DIA
rK%_..
i _•t
i�.,ala'�.:.i3o� ,.
70
270 360'
310 380'
355 TY.,
415 410'
4Rn 430'
!,Yi 11A,
f30 465'
755 495'
890 SW
A"CakkWAL"d"Wixls
47y W445'
545 465'
els:r.a2o .,.c
6?S 405'
:::,eis' .
715 505'
R55 535'
Ims 555'
90
310 390,
350 410'
4p5 425'
7
7
,
t110 590'
1214 620'
110
3a0 et0'
Maim
390 430'
'as 450'
;-;g
605 495'
655 515'
695 515
755 540'
>90 535'
660 S60'
9a5 56-"
1025 590'
130
370 425'
415 445'
465 465'
200 N RING NOZZLES
PS 1.
I lei Ring
(1.29' adual
GPM 0a.
1 'A* Ring
(1 46' Wuel)
GPM DIA
1 14' Ring
(1.56• actual)
GPM
I %' Ring
(ISO' actual)
GPM VIA.
1 341 Ring
11.74" actual)
GPM DIA
1 rk" Ring
(1 83• actual)
GPM DIA
2' Ring
(1 93' A001)
GPM DIA.
_DIA_
330 370'
385 TM,
a,'
4A5 410'
505 440'
60
250 340'
515 42Y
695 455'
00
290 370'
300 400'
445 4:'0•
515 440,
59a 455'
675 470'
B05 490,
425 425'
'
500 a45'
.:acs 5i51.rdaaw�55'
S75 465'
iiailuT •..
66D 410'
696i�.E9 ''
325 390,
755 500'
...in1.790:.a1C'lzbl
9a6 570,
54l; M.
rnn 4R5'
Tr!, °inn'
�1DO
t?0
355 10
4r,5 44"
n25 y:n'
Or15 S4S'
1 0
1
The diameter of throw 14 approximately 2% lass for the 24' 11018CI WY angIO, 5% Ipaa for the 71' ualaclorY angle.
The BIG GUNe Wormanee data has been obtained undel ideal test eondanns and may be adversely attueisd by wind, poor hydraulic entrance conditions of wher tackwo.
Nelson lrrrpaiidn Corporation makes no replesentetion tegarding droplet condition, uniforrnlly, or aWicalion rate.
I

circ
0
CAPRARI MEC — D series pumps are
designed for tractor P.T.O. drives and
are ideally suited for a wide range of
Irrigation applications including the
high heads normally required for
irrigation travellers.
Caprari also manufactures a complete
range of pumps for engine drive,
vertical turbine and submersibles.
Ask for details.
0
y
s
0
CONSTRUCTION
0
—. ."I
Single or two stage pumps are cast iron with end suction
and a horizontal discharge facing right when facing the
pump from the rear. The direction can be rotated to left or
vertical by your dealer. The balanced Impellers are cast Iron
and have two replaceable wear rings for each Impeller. A
stuffing box seal is standard equipment. A dependable
step-up gear box has hardened helical spur gears running i
oil. Some models are also water cooled. rt
The heavy duty trailer supplied has a rear support bar which
is used to keep the pump from tipping over backward.
Standard tires are 4.00 x 8. The pumps are supplied with a .
F.T.O. shaft, hand primer and discharge check valve. An
appropriate sized N.P.T. female coupling is supplied for the
suction end. r
NOTE: We would highly recommend the use of safety shut -down
switches for your tractor when using a RT.O. pump.
Cadman Power Equipment Limited, whose policy is one of continuous Improvement,
reserves the right to change speciflcsttans, design or prices without incurring
obligation. A
:[I III11F:
:�1"��_1•=01III :

MEC D2/50
MEC D3/65
NORSE
wimp
IMM§IFA
IN
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■■
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.
MIME■■■■■■■rm■►■■■■
SEMEN
1111111IMM"'Nori
IEIG
IA
.11
-
■■EMmze=■■
■Elm
■���■
',:
���
■■
a.a, a goo iao am
oww.
MEC D04/80
>m
2000
.mia■■■U■U
Wsm�■■■■■■
r■uu■►�--
r■►-.���--■art■
.
NMI■■■■■■■■
MEC DMR80-3/2
■
Elm
=
'L
"
EEC
MEAN■
'"�'�i��1
•
N■n
WEI
■■
■�
�
uru■■■a■ni
arm
nE■■��e■u■■■n
wip".
INS
n
MIME
a.s. �On Pr Ya nu Ym
a.rw.
wL.
P. S.r, FEE:
- 4.2
a+ .2r
z ao�
365
] 324
9 208
2.3
•.a, uo �p r- asn so �w .eo hn sm
..r.M.
ME A
MEMO
C@f■■■ili■■
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MEC D3/101
MEMOOMME
■■LL��l�lE7EE��Ii■
■n■umnm■

Irrigation System Operation
Traveler
Start-up:
1. Tow machine to field.
2. Connect supply hose to field hydrant and traveler.
3. Open hydrant.
4. Start pump and run at idle until water is coming out of gun.
5. Slowly increase throttle to the desired pressure.
6. Start traveler engine, engage reel, and set at the desired speed.
Shut -down:
1. Slowly decrease throttle on pump and shut off.
2. Shut off engine on reel.
3. Shut hydrant off.
4. Disconnect supply hose.
Winterization:
1. Remove suction assembly.
2. Remove discharge hose and supply hose.
3. Remove drain plug on the bottom of pump.
4. Remove cap on bottom of gun cart.
S. Blow reel out with air compressor.
6. Check antifreeze in engine.

THRUST BLOCKING
)EAD END AND TEE - (200 X 16.2) 1200 = 2.7
i6-'ELBOW = (200 X 23.0) / 1200 = 3.8
6
'DEAD END AND TEE = (200 X 34.8) 1200 = 5.8
90 ELBOW = (200 X 49.2) 1200 = 8.2

and Installation of PVC Plastic Pin(,
Temperature has a major effect on PVC plastic pipe. As temperatures
app-r;ach freezing, the flexibility and impact resistance of PVC plastic
¢ -•;n )e;;,as greatly reduced. At low temperatures when joining solvent weld
',
F=t
pe, ..a longer time is required for the glue to set. Generally solvent
d pipe should not be joined at temperatures below 400F. At high
=aytefiperatures pipe becomes more fl exi.bl a and set-up time for the glue is
t;greatly reduced. ,
When pipe is stacked, it should not be placed in piles more than
five feet high. Occasionally out -of -round pipe will result from stacking.
In warm weather, once the weight is removed, it will rapidly assume a'
round shape. In cold weather, several hours may be required for the pipe
to return to the original shape.
Sunlight can have an effect on the pipe, especially in colors other
than white. It may warp and exhibit a snaking effect. When left in the
sunlight for long periods, the color may fade and the pipe will harden
at the surface causing a loss of impact strength. Discolored pipe should
be handled carefully during installation. If pipe is to be stored out-
side for long periods of time, it should be covered with a cover of
opaque material, not plastic, and air should be able to circulate under
the cover.
Gaskets should be stored away from excessive heat and solvents.
r Some pipe comes from the manufacturer with the gaskets installed. if the
�.' pipe is not to be installed immediately, the gaskets should be removed
and stored:
When installing gasket pipe there are several simple steps to follow
that will ensure leak -free joints. The gasket or ring groove should be
cleaned of foreign materials. The gasket should be properly installed.
Ample lubricant should be placed on the male pipe end, the pipe aligned and
the male end inserted into the female end. Some pressure -will be required
to force the male end to the correct depth. There will be a reference
point to indicate the required penetration depth. If penetration is not
deep enough the joint may leak; and if penetration is too deep, there is
not adequate room for pipe expansion. Once the joint is made, the pipe
being installed should be rotated to ensure that the gasket is not pinched.
Gasket pipe may be connected in the trenc! *�,o ground beside the
trench and then lowered into the trench. If the latter is done, check
each joint to ensure that penetration is correct. If it is necessary to
cut pipe, either a PVC pipe cutter or a niter box with a carpenter's
fine-toothed handsaw should be used. For gasket pipe, it will be necessary
to bevel the pipe, usually at an 80 angle, a complished with a special
rasp or file. For solvent weld pipe, burrs rhips and filings should be
removed from the outside and inside of the pipe and it is preferable to
slightly bevel the outside circumference.
Fittings for gasket pipe may be plastic cr steel. The
the industry today -is to use epoxy coated steel fittings.
manufactured by several companies (McDowelI,Pierce, Davis,
-4-
trend in
These are
etc.) and can
:]

Irrigation Water Conveyance 430-OD-3
ZThe ratio of alr-release valve diameter to pipe
diameter for valves Intended to release air when
pf4ing the pipe should not be less than 0.1.
However, small -diameter valves may be used to
gImit water hammer pressures by controlling air
4efease where control of filling velocities is
.;questionaUe. Equivalent valve outlet diameter of
-.less than 0.1 are permitted for continuously
acting air release valves. adequate vacuum relief
must be provided.
Air -release valves or combination air valves shall
be used as needed to permit air to escape from
the pipeline while the line Is at working pressure.
Small orifices of these types shalt be sized
according to the working pressure and venting
requirements recommended by the valve
manufacturer.
Manufacturers of air vales marketed for use
under this standard shall provide dimensional
data, which shall be the basis for selection and
acceptance of these valves.
Drainage. Provision-shall-bemaderfor
completely draining the pipeline if a hazard is
Imposed by freezing temperatures, drainage is
recommended by the manufacturer of the pipe,
or drainage of the line is specified for the job. If
provisions for drainage are required drainage
outlets shall be located at all low places In the
line. These outlets may drain Into dry wells or to
points of lower elevation. If drainage cannot be
provided by gravity, provisions shall be made to
empty the line by pumping or by other means.
Flushing. if provisions are needed for flushing
the line free of sediment or other foreign material,
a suitable valve shall be installed at the distal end
of the pipeline.
Thrust control. Abrupt changes In pipeline
grade, horizontal alignment, or reduction in pipe
size normally require an anchor or thrust blocks
to absorb any axial thrust of the pipeline. Thrust
control may also be needed at the end of the
pipeline and at In -line control valves.
Thrust blocks and anchors must be large enough
to withstand the forces tending to move the pipe,
including those of momentum and pressure as
well as forces due to expansion and contraction.
The pipe manufacturer's recommendations for
thrust control shall be followed. In absence of
the pipe manufacturer's requirements. the
following formula must be used In designing
thrust blocks.
A - 98 HOB sin a
8 Z
Where:
A . Area of thrust block required in fta
ff - maximum working pressure in tt
D -Inside diameter of pipe in tt !
g . Allowabte passive pressure of the soil in
[bite
a - Oeflection angle of pipe bend
Area of thrust blocks for dead ends and tees shall
be 0.7 times the area of block required for a So -
deflection angle of pipe bend.
If adequate soil tests are not available. the
passive soil pressure may be estimated from.
Table 1.
Materials. All materials shall meet or exceed the
minimum -requirements Indicated In
'Specifications for Materials.'
Mans and specifications
Plans and specifications for constructing high-
pressure underground plastic pipeline shall be in
keeping with this standard and shall describe the
requirements for applying the practice to achieve
its intended purposes.
Table I.—Allowanle sail bearing pressure
Jaom or cover
to carver of thR= WQCX
N=Unu sal m2terLW
2 Z
] ft
a rt
5'It
SOU-4 bearocx.... .........
8.000
10.0w
10.000
10.000
Dona sarW and gravel
mixsur. (assumed
-40-) ._............._.._...
1.;0o
1,500
Z<O
3.C<4
oen" &W 0 =arm* 33ww
(4=tffned a - a5')..__....
600
11170
1.6w
2.100
slit and daY rlur4 fe
(2-Waned a - Zs").—...
500
700
950
1100
Soe clay and Qcc� --
sa►a (asnrmed
._......_- .............
zoo
:oa
aaa
500
SCS, January 1989

.�� I '•"
Figure'2. Anchorage blocks -for in -line valves.
Table 1 is the forces encountered -at end plugs... to calculate
forces encountered at -bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in bs- for test pressure in osi
Pipe Diameter
inches
100 PSI
150 PSI
200 PSI
250 PSI
1-2
295
440
590
740
2
455
680
910
1140
232
660
990
1320
1650
3
985
1480
1970
2460.
4.
1820
2720
3630
4540
6
3740
5600
746D
9350
a
6490
9740
13,000
16.200 -
10
10,650
16,000
21,300
26.600
12
15,150
22,700 .
30,200
37,800
14
20,600
30,800
41,100
51,400
16
26,600
39,800
53,100
66,400
01

DIAMOND PLASTICS
CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Stock Nominal ' WoIght Outside Wall Inside Placos Por Foot Pot Feet Par "
Pinnt Size Par 100 ft. M.-imetar Thickness nlameter Bundlo Bundla Truckload
SDR - 47
100
PSI
.... ...
LM
4'4.500
.110
4.280
63
1,260'
20,160
M
6`6.625
.162
6.301
28I32
560/640
8,d00
M
8"
n8",
8.625
.210
8.205
15/10
300/260
4,640
M
10"10.750.262
10.226
12
240-
3j420
M
12"12.750
.311
12.128
6/B
120/160
�2,100
`
SDR - 32.5 125
PSI
M
4
4.500
.138
4.224
63
1,260
.20,160
M
6"
rr
6.625
.204
6.217
28/32
. 560/640
8,400
.'9A0
8.625
.265
8.095
15/10
300/200
4,840
M
10"ki,
10.750
.331
10.088
12
240
3,420
M
1Z'
S°0
12.750
.392
11.966
6/8
120/160
21100
SDR - 26 160 PSI
H
21
2.375
.091
2.193
204
4,080
65,28Q
M
M
3'
4"
5 T�
+"5'8.$Q.
3.500
4.500.
.135
3.230
4.154
88
63
1,760
11260
28,160
20,160
M
6"
OQ
6.625
.173
.255
6.115
28/32
560/640
8,400
M
8"
crt
8.625
.332
7.961
15/10
300/200
4,840
M
10•,
10.750
.413-
9.924
12
240
3,420
M
12`
O
12.750
.490
11.770
6/8'
120/160
2.100
SDR - 21
• 200 PSI
M
2.
2.375
.113
2.149
204
4,080
65,280
M
3'
8Q
3.500
.•167
3.166
88
1,760
28,160
M
4"
4.500
.214
4.072
63
1,260
20,160
M
6'
6.625
.316
5.993
28/32
560/640
8400
M
8 `
'
8.625
.410
7.805
15/10
300/200
4,-1140
M
10`
�r%tG'�
06?�3�0-
10.750
.511
9.728
12
240
3,420
M
12"
�,' $0;, '
12.750
.606
11.530
6/0
120/160
2,100
Prices arc subject to a firm policy of "Price in effect at time of shipment on regular purchase:."
Possession of this page of a price list does not constitute an offer to scIl.
"Freight regulations &-dor equipment may reduce maximum footage per truckload.
All prices F.O.13. manufacturing location.
L = norinal stock item at Lubbock, Tczas
M - normal stock item at Macon. Georgia
joints Per Quart of Lubricant
(Furnished)
4. 85
61 60 Additional Lubricant
6' 45
1Q• 35 �, w
12, 25 12 Qt, per ce :e t. r0;rt Lp
15. 15 4 Gal. per ca:;c 1�Oa.9aV"
1 a ` 12i
10
24 " 8
�7" 5
2
-

NO
V.
0 C>vl

a*.-w
be fabricated in almost any configuration. Some epoxy coated fittings',
'include -stacks and hydrants as an integral part of the fitting.
Occasionally it maybe necessaryto,,connect :PVC plastic pipe to' steel:'
or .CA. pipe. This connectiori fan be• made with .a c•qupl ino called .a''-
transition or•repair coupling In -line valves can be supplied with '
connections •to gasket pipe:
Thrust blocking is re4ui 'red for gasket pi e.' Most thrust' blocks -
will be concrete. ' Manufacturers recommended thrust blocks at any. ' 1.' j, •"
change In. •direction.greater. than 100. ,.Figure 1 gives. an example"of
different arrangements, for' thrust bl.ochs:''
d
Figure 1. Example of different arrangements for thrust blacks.

Table 2. Factors for Calculating Thrust W for
EIbows and Tees.
Elbows: 900 = 1.41 Tees = 0.70
60° = 1.00
450 = 0.76
300 - 0.52
22.50 = 0.39 f
Table 3 gives the safe bearing load for different soil types.
7
Table 3. Safe Bearing Load
Soil .lb/ft2
Mulch, peat and similar 0
Soft Clay 1000
Sand 2000
Sand and gravel" 3000
Sand and gravel -cemented -
.with clay- 4000
Hard shale 10,000
Thrust block area (ft2} W - Thrust (Table I & Table 2) --
.F SSoil bearing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe., Soil types, moisture content, depth of
trench'required.and type and diameter of pipe must be considered.
General Iy.chain trenches, wheal trenches, backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of --.pipe. Under most conditions the chain trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the'backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions.
trenches should be curved within limits of curvature of the pipe.
-7-

o}Rieh ride dCtl►e pipe to prorlds'liisppotk Crei frortl roldi,
fine) tltc4f111 oily rltet this minimum depth of cover her been
r(i.-,A a °ii Ld be U kca to dvold defohalrii; dVplacliat. or
C eke during '
placed and only With pips ILYY}ng Will thiektLelace gr1&tVr that
rink SDR-4i.
••}rim pipa this phase of Lite operatl".
of ..
t. 3
•1;:'taiti�i1.
SE MOO 7-SpfiCIAL CONSIDERATIONS `
- ;I %liter pipeline teat 4. ilnil Lackd ihill be
0
ipittrgd'yuad,spread In app:oxlm+ eky. uniform layeri In such i
- 1.1, gill hOlik lot- U61ir"k paskili 16biti. When the pipe biLiag in-
,�71MOniset:9La td,.ml the 6encli completely iu i6k.thcri will 68 ea
stalled V provided with kUbb ,j;Laket jolrits, ball holes shall be
l31li:d t1n':spaces.under at about iocks of lumps of earth In the
ti bedd excavate) In ihing raaterl.+l to allow for tha unobstructed
bacitl3ll >Fletsl, kiaaeltfill skull be free of large rocks. Goren clods
+atembly kif kho Joint. Care should be taken that Ilse bell hole is no
= iatid`;othar debris greater than 76:Mm (3 in.) ill dImete!'.1(olllna
largerssa
necery t6 ■ccomplisb proper joint auernbiy. When the
-,`�aqt 1p>asrtt to heavy tampers ahbuld bi Weal. _dW eonsolldate khd
,thin
• jolhk W been thide, the bell hole th6uld be carefully tilled with
TABLE ii - TIM Wt• BLOCKING AND ANC1101te lrba t 14bEiLWtfj11Nii 1t11tioAtiok ilrpmliiE.§
•
8 1i Y. MwiIDIT Elii *oil-bij biisit" br thi aapiopAii; ;�sltu
rt
tilioerli ski ihi tdilowlak table W obtain total thrust Ld N• (lblt
8 t!a .a
iiftt,lft T1ifiUsT VICTORS',
ihp-0 Slai Due kna be .4622-1/Ze
wid ' - ut'iee f.Iboii Mbov Elbow
4.94 - Lt6, 2.26 1.15.
3 aa. L156 1 4.45 a.Go. 1.78
2-112 83.5 ' . 8.(15 9.401. 5.10 2.60
3 70.2 9.80. 13,9 7.51 3.82
8412 88.0 12.a 13.1 9.81 4.99
4 101.0 18-2 23.0 12:4 6.31
5 127.0 24.1 86-0 18.0 9.6.1
6 162.4 85.8 49.2 20.7 13.6
i
ti. ►'s.�
8 203.2 60.0 83.6 46.2 23.0
r►+,
�T,'.► j A. 6'}: ��
I►•
1d -54.0 91.6 130.0 70.0 35.9
�`�'.�{C'
.�eLa
il`.1?4y•
stir
,�L�i�
I w.�l±.
12 804.9 129.0 182.0 98.6 50.3
i !lased on thrust Per kPa (pal) praraure
'r Iilockinr for trots may not be needed with Ions branch !!neat.
Slew, f. L)etorinlne titi bearing atrenaLis of the soil ftota the table
bilaw+ .
BEAItINO STLLENGTli OF SOIL'S
Bolls ipd Safe BeiAng Lo-di Iblit2 kPa
Sbund Shalri 10 000
Cetnehted rurai-ci wia bind ,
difficult to pick ' 4 000 102.5
Co"" aid tine compict S"d- 3 000- 143.6
Medlum Clay -Carl bi spaded 2 000 05.8
Soft Clay 1 000 47.0
Muck • �.0 0
SUP +3. Divide the total thrwt obialned in Step 1 by the beuing
strength of the loll to 461 the area aseded, pet (1L3).
SIDE TIMUST ALTEW41 l: MocktiurtE
Pips Size Sidi Tlsrual•Der Degree*
.
1-112
36.1 6.1 22.7
•
2
40. 8 7.9 35.1
2-112
0.6 11.6 51.6
�r
3
16.2 17.1 76.1
8-112
89.9 22.4 99.6
4
10E6 28.3 125.9
`
5
127.0 43.1 191.7
.152.4 60.9 270.5
8
203.2 103.0 458.2
-
10
254.D 160.0 711;7
12
304.8 ' ' t' 226.o 1DOa.8
j Uasad ou il.le thrust bee 889 L1'i (166 Dal) Dromure par degree of
„ deflactlon.
�•
• u
ROTE! MulLiyly
ddi u,i-.& froM ta1r11 by'.digreea or iih.twn
d.�'•��•
hums k8a (yak) ,11.tdet!
by 180 to obl.U. total aldi thrust In N (Ila).
i
\1
.es

Brock Equipment CO.
P.U. Bog 100
Bailey N.C. 27807
(919) 2354111
Ouan ft
Description
P..rice Each
Price Total
2,420.00
27200'
4"
_
SDR 21, 200 PSI PVC pipe 1.10
1
4"
45° Elbow
35.00
1
4"
900 Elbow
35.00
1
4"
Gasketed Tee
45.00
4
4"
Air Release
75.00
300.00
1
4"
Lagoon Hydrant
235.00
7
4"
Field Hydrants
235.00
1,645.00
Thrust Blocking
150.00
Labor
2,800.00
Tax
47.15
Total:
$7, 712.15
Billy Peterson
34 Old Wrench School Rd
Godwin, NC 28344
[phone]
5/20/98

F'AX COVFR SHEET
Date; - 3 =�OO
11 i
To:
F
N=t:er of I;;age* inCiudir, ccrEr tal"t
M E S S A G E
PO Bcx 49
Clinton, NC ZM9
Phar e. (910) 5922104
Fwc M10) 5,4-7411
�crw f 773. ;L- - e .foci*
rMPCf{;.�A ,
1•`Mla i RE UZa C'F T H! iNCft Ct!AL 7C NI-C.M rF IZ ACCASSSED
AND MAY CCS7AIN 04F,^.`2MAi v4 'S PRCPcUZ AFt'.' : ;NF OC -; AL cet !F-cu;.AE NC-ii4c
(CR AX CR AM-11-I RZ Civ�t�L''9R Zc:.V^m%ir- ,1-13 Ci+MML'N43i,04 Tc
P-ccz? -I; . YCL ARC -e W-r ycnP"= ,AA7 ANC ccSsEVFN.ti;'G"4..15'Rt3LTC cat
CCPIM4G CF t r.E 471-0:C' T YCU KAVC,.R-Z.NE']: `CIS C-Z%OdUMCAT'tC-I
:.-.qCF, ;rl_- Sc VQT�F'! i r�� S�rCC- I.&MA6: LA *� 3Y i c: r��*4 AN0'RE'URN < i TC
SE.'AGE?'Ntl;i!r%AEtRSfiYC:;rCgAYYn,ZACCNAZLE-`C:SAE�IC�:�+iC.:rZ.°��.~..E��i�VK Cc:,
e5:91 0 M 66-0I 8FW

t
PO -Sex 49
C"ili1`tt=. NC 28324
Phone: [phone] {i4
Fmc (510) 5927411
FAX COVER SHEET'
Date: d - rtme.
TO: .cat �l�iM��oG/ Fsac I1q--
company_ phone:
Nuftet of Mes inc:uding =vef shee- 17
M E S S A G it
Mw-'R'TANT CCNFOICePTAL" Y HoitCQ-
1741S FAX C_^MtitdN1C.AT;CM I5 IN LACED CHL': FOR T14E U42 OF T HIE IMENICUA L TO %NHCU IT 1S ACCRESSEC
AVo ywY C:2rrk Ajf4 NFCR.1AA i :CN I 'IA i L% PKCPZ[�eVi f G:�irFfOE1'4T[AL GR PRl1lILs1 . !P MU An_e ti0 i TF1E
�!Z°1 t7 riF,�r •` "f i (C!t An +CYE�3 Ca ACFNT rZS---ICNsmtS FOR CE_,Y G THS 4_MmumiCA71L'N i C
-r,4rm INY"��Zrt� R$' R1 }- `fCu ARE ?-kERMY NQT[FiE] 11rATASV10 C933Md1NATtCN. iliSi RiBtJ CN QR
C;, P" Nra CF ; eta C :MMUN;cA .CNIS VM=6Y ;:gCFEI$1T.-- IF YCU HAN$ FSC l ] i}'!5 GC.MML'MG; N I!V
EMRCA. PH -SASE NCTF! THE SJLNCEs "IE0A"3Y Mat—zPSCNE ANC P i JRN i i Ta i r4E agNCE.q SY NAIL.
SiNCER `A 1", ftMM uRSF_YC(1 FCA ANY REASCMAaLS =?SU=- 1NC:dt_.SM_-. THAWYCu
1 1 WS0161 00 ON I ND'Vd At INM 3Hl W08A
WdVS = € 6661--01-E

ANIMAL WASTE UTILIZATION PLAN
Producer: Billy G. Peterson
Location: 32 Old Wrench School Rd.
Godwin NC
Telephones 910-567=6307
e
er of Animals: 2880.00 hogs
design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: irrigation
I i
The waste from your animal facility must be land applied at a
specified- rate to prevent pollution o= surface water and/or
grcRindwater. 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.
Operation: New Reeder to Pinish Swine
This waste utilization plan used 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 mariner:
1. Always apply waste based on the needs of the crop to'be
grown and the nutrient content of t'he 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 Jess than
10 tons per acre per year providing that adequate filter
strips are established-
4- Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters whic-h is zat allowed
under DWQ regulations.
I
Page: 1
Z -d l l YGZ6Se 16 ! 00 UN I>3Vd AcN n-1 3H1 V40Z:U Wd9S - E 666 l -0 l-8

ANIMAL -WASTE TFTILIZATION 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 pro&:ction
and tc 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.
Liwe.must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Eftvironffiental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3 , tons, etc.)
2880 hogs x 1.9 tons waste/hogs/year = 5472 tone
AMOUN OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs x 2_:3 lbs PAN/hoge/Year = 6624 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
d L 4 VL7,6SO l 6 l 00 ON I NOVd I cwl 3HI HOT HdLSi = 666 4 -O f -E

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OMW BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMTNING PRASE
CODE
AW N
PER
ACRES
AW N.
PER AC
AC
USED
-----
or
-------
APPLY
RESU).
APPLIC
METH
N
TIME
741
Pi
SA
1
110
4.53
498.3
I
APR -in
741
"Fl
WA
1
100
4.53
3 -
I
145
SEP-APR
741
P2
SA
1
1.79
I I
I
1110 1
1196.9
APR-JUL
741
P2
WA
]
1D0
179
I
Il.79 1
SEP-APR
741
P3
SA
i
I I
1
1110 1
11.82 1200.2
APR-JUL
741
" P3
WA
1
1. 82
I I
1
11110
1182
1
SEP -.APR
741
P4
GOA
BC
5.5
275
2.05
563.75
I
I
MAR-OCT
741
SG
1
FP4
I
150 1
12.05 11:02.5
SEP-MAY
741
P5
GoA
BC
5.5
419. 2 5
I
F
1275 1
1-1-27 1:3
MAR-OCT
74.I.
-P5
SG
1.
50
1.27
63.5
I
SEP-MAY
741
Po'
GoA
BC
5.5
2.21
607.75
1275
MAR-OCT
741
P6
SG
1
2.21
I
150
1110.5
SEP-MAY
741.
P7
GoA
$C
5.5
275
2.33
640.75
1
MAR-OCT
741
-P7
SG
1
1502.33
1116.5
I
I
SEP-MAY
Page: 3
v -d l l VLZ6SO 16 ! 00 DN I NOVd kCINn-1 3Hi VMA vd65' E 6661-O l -E

ANToz WASTE UTILIZATION PLAN
741
IPB
INOA
IBC
I5.2
1260
I
12.16
1561.E
741
"P8
SG
1
2.1E
108
150
SEP-MAY
741
P9
NOA
BC
5.2
2.45
I
1
1250
1
1637
MAR-OCT
741
"P9
SG
1
S
150
12A5
1222.5
5EP'-MAY
741
P10
NoA
BC
5.2
i
1260
11.27
jn:�0.2
MAR-OCT
741
"'P10
SG
i .27
I
11
JBD
163.5
SEP-MAY
741
P11 "CIA
BC
5.2
2.57
668.2
I
1260
IMAR-OCT
741
P11
SG
50
I
I
Il
1
12-57
1128.5
SEP-MAY
741
P12 GOA
BC
5.5
1_93
530.75
I
1275
1
1 MAR-OCT
741
"P12
SG
1
96.5
I
1
150
1
11.93
SEP-MAX
F=
I
I
TOTAL 17510.65
- - Indicates that this field is being overseeded (i.e. interplanted)
or winter anr_ua15 follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require Iaxmurs in Bogie parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 4
S 'd L L YL�650 L 6 L 00 ON I ADVd AaNn1 3Hi HOdA Hd00 = V 666 L --0 L -c

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.)
SOIL TYPE & CLASS- CROP
DETERMINING PHASE CODE
APPLY
METH
i�f r
AW N
PER AC
C:UMM N
* *
* LBS
PER
ACRES
AW N
AC
USED
or
__----
RESID,
APPLIC
N
TIME
TOTAL 10
Indicates that this field is being overseeded (i.e_ interplanted) or
winter annuals follow suiamer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in beerniudagrass), 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
gran to reach matuxity, especially late in the season (i.e.
April or May), Shading may result if small grain gets too
?sigh 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 fall.
The ideal time to interplant small grain, etc, is,late
September or early October, Drilling is recommended over
broadcasting. Eermudagrass should be grazed or mowed to a
height of about two inches before drilling for best ,results.
Caution must be exercised in grazing or haying summer
annuals under stressed conditions. Nitrate poisoning
may oCcux in livestock. Sampling forage or hay for
nitrate levels is recommended.
Page: 5
5 'd L i VLZ65016l 00 0N1>0Vd ),GW1 3Hi V402� Wd l0 = V 666 l-0l-5

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding .
1;es AW N (animal waste n-Itrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied_
The fallowing legend explains the crop codes used in tables 1 and 2 above!
CROP CODE
CROP
UNITS
PER UNIT
EC
HYBRID EERMUDAGRASS-CONTROLLED GRAZED
TONS
5Q
} SA
SUMMER ANNUALS (1.E. Sorghum -Sudan Hybri
AC
110
SG.
SMALL GRAIN OVERSEEDED
AC
-50
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
AC
100
TABLE I
TABLE 2
TOTAL
*-A
TOTALS FROM =ABLES 1 AND 2
ACRES-
i LDS AW N USED
26.38
7510.65
0
0
�&.38
751D.65
* BALANCE
-886.65
t** This nvxnber must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6
L _d 1 19LZGSO 161 00 ON I X)V d XONM 3H1 MIU-1 WdzO ° V 6661-01-E

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
AcrQs showxx 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.
SLUDGR APPLICATION:
The waste -utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nu,tzient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 1065.6 pounds of plant available nitrogen per year in the
sludge.
if you remove the sludge every 5 years, you will have approxi.tnately 5328
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 17.76 acres of land.. if you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 42.624 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25t. 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 nitrogeni applied exceed
the nitrogen needs of they crop,
i
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
l
S -d L L'VLZ650L6L 0.7 ONI>DVd AGNM 3Hi Vu VddEe ' V 566 1 --0
L -6

ANIMAL WASTE TITIL TZATION PLAN
amounts of nitrogen shown _n the tables may make this plan. invalid.
The following table is prow-ded as a guide for establishing application
rates and amounts.
Tract
field
Soil Type
Crop
Application Rate
(inlhr)
Applic. Amount
{inches)
741
P1
I
SA
741
P10
NoA
BC
.50
*1
741
Pil
NoA
BC
.50
*1
741
741
P12
GoA
SC
.50
*1
P2
SA
-
741
P3
SA
t
741
P4
GcA
BC
.50
*1
741
741
?5
GoA
BC
.50
*1
P6
GCA
BC
_50
*1
741
P7
GoA
BC
.50
*1
741
P8
NoA
BC
.50
*1
741
P9
NoA
BC
.50
*1
741
�?Z
WA
741
'"?10
SG
741
"?11
SG
741
-K2
SG
741
" P2
WA
•741
"?3
WA
;741
�P4
5G
'141
"P5
SG
741
SG
Pages 8
6 "d l t VLZ6S0 t 6 l 00 ON I X)Vd AaNn-1 3Hl kOdi Ndso - V 666 t -0 l -S

ANIMAL WASTE UTILIZATION PLAN
741
-P7
SG
741
""$8
SG
741
"" P9
SG
* This is the maximum application amount allowed fuz the soil
assuming the amount of nitrogen allowed for the crop is not over
applied_ in many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In ne instance should the volume of the waste be atoned 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 I and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical apecialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate pr_or to applying the waste.
NARRATIVE OF OPERATION
Thia plan has been composed to match to the wettable acreage that has
been calculated in the irrigaion design. The irrigation design has been
prepared
by Shane Ward and approved by Lee Brock.
Bryan C. Spell
Page: ' 9
0 l 'd l l VL66SO l61 00 ON I NOVd J aNn1 3Hl k4C)dJ Hd90 = V 666 t -0 l-6

WASTL UTILMATIQN PLAN
REOUIRR12 SPrC!TgTCATIONS
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 waate 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 cf 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 S or more tons, but lese than 10 tons per acre per year
providing grass filter straps are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
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 fielc_
When animal waste is to be applied cn acres subject' to
tlooding, it will be soil incorporated on conventionally tilled
cropland. when applied to QQnsezvaticn tilled crops or
grassland, tho waste may be broadcast provided the application
does not occur during a season prone to flooding. (kSee "weather
and Climate in North Carolina" for guidance.)
,7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies-
S. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surfaces 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: 10
l l "d l l Vke:6SO l6 4 00 JN IADVd AaNn-i 3Hi HoHA Hd8O = V 666 l-O l-6

WASTE ❑'TILTZ,ATTON PLAN
RRMT QED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or. winter for
spring plantad crops on soils with a high potential -for
leaching. waste nutrient loacina rates on these soils should,be
held to a minimum and a suitable winter cover crop planted to
take up reledsed 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 Yeast 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 a;pplicd 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 washdcum 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., tare limited tv areas where considered
appropriate. Lagoon areas should be kept mowed and accessibla.
Perms and structures should be inspected regularly for evidence
of erosion, leakage or discharge_
Pagel 11
Z l -d l l VLZ6SO 16 1 00 ON I ADVd AGNM ail Y4021U Wd0 L = V 666 1 -0 l-S

r
El d
WASTE DTILTZATTON PLAN
RRrIVTRED SPECIFICATIONS
18. if animal production at the facility is to be suspended'or
terminated, the owner ie responsible for obtaining and
implementing a "closure plan" which will eliminate. the
poasi.bility 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 drops for direct human consumption it
should only be- applied preplant with no further applications of
animal waste during the Crop seaeor_.
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
prodticts are applied_ Nitrogen shall be the rate T determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excesBive 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 : 12
l l V4Z65O l 6 l 00 ON I NOVd kGNn-I 3Hl HOMA HdZ ! ' V 666 l -0 l-E

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION_MM AGREEMENT
Name of Farm:Oak Branch Farm (3-6)
Qwzter/Manager Agreement
I (we) understand and will fallow and implement the speci=ications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) knew that any expansion to the existing design capacity.of the
waste treatment anal storage system or ccnstruction of new
fac1litiee Will require a new certification to be subm=teed 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 cn-site at the farm office
and at the office of the local Soil. and Water Congervat_on District
and will be available for review by NCDWQ upan request.
Dame of Facility Owners Hilly G. Peterson
(P10004 print) J-}-
Signature: Ed,[if A. �,t t Date; /0 qq
Name of A4anager (If different from owner)
Signature: Date:
Name of Person Preparing Plan-- (Please pri'ati
Affiliatioa Phone No.
�o5pr0a� �Q/�'Lf� ewe,
Address (Agency) : !� °•oar `�
Signature: Date; — cY
,�....._ _. Page; 13
V L -d L L VLZ650 L 6 L 00 ON I >13Vd AONM 311 �+l 2 HaE L= V 566 l -e L -E

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature) RECEIVED
t
Exuttzig or New or F.ltpanded (Please circle one)
. :.
s
General Information:
Name of Farm: a k Sea., c4 an-, [ 3 y) �a�c��y�o Perrnit� _
Owner(s) Name: Z;//T G . ?c fr--x -1 Phone No: 410 - s4 q -� 3d7
Mailing Address: Uld tire w. W C Z 3 Li
Farm Location: County Farm is located in: �ar,pjph
Fourteen Digit Hydrologic Unit:
Latitude and Longitude: I Integrator: ii L;bd F4v,%
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names,"directions, milepost, etc.): 14_- *C 11tK /Fv_'*1► Oeo�, .1,1r—" f K,n
f e (4 �� ...s ajpue,, � T.L Sit trs.34v +n Cc,",,IkS�_re_aiwke _4 le t- _¢ r► 4"4k s�rr_
Operation Description:
Type of Swine No of AnimaLs
0 Wean to Feeder
"'Feeder to Finish 7. t
0 Farrow to Wean
0 Farrow to Feeder
0 Farrow to Finish
() Gilts
0 Boars
Type of Poultry
OLayer
0 pu !lets
Other Type of Livestock:
No of Animals Type of Carle No of AnimaLs
ODairy
OBccf
Number of Animals:
Ezpandtng Operation Only
Previous Design CapaclryAddutonal Design Capacity': 40ta1 Design. Capacity,
Acreage Available for Application: ZY• Z1 Required Acreage: ZY. Z1
Number of Lagoons/Storage Ponds: Total Capacity: q.3 L� Z41 Cubic Feet (fl3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LA ON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
I(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 named 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 storm 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 pollutants from lounging and heavy use arras must be minimized using technical standards developed 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 District. I (we) know that 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 certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner:
Signature: 4
Name of Manag�i/(if different from owner):
D ,,
Date: 12 - 4 - !2S=
Signature: Date:
AWC -- August 1, 1997 1

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina
Soil and water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6l" .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC,I) the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design umn�►n
Gooses 0�,�
A) Collection, Storage. Treatment System �p� 0 •.`9
Check the appropriate box
OExisting faciliU without retrofit (SD or VW)
Storage volume is adequate for operation capacity; storage capability consistent with w e 'lizatHAa:Quirej*hentf.
( New, expanded or retrofitted facility (SD) �
Animal waste storage and treatment structures, such as but not limited to collection systems, ts, have
been designed to meet or exceed the minimum standards and specifications_
Name of Technical Specialist (Please Print) j+;
Affiliation: Ste; ���; �_
Date Work Completed: gl i tl gg
Address(Agency) f a3 L(Ce.,mod Cl. � Nc
zg3.2j Phone No: 9ia -SQC - 27u3
Signature: - .
Date: S/ 13/ ej8
B) band Appligation Site
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management, hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
Affiliation: D
Date Work Completed:
Address (Agency (Agency : Po. G ����� N� �� 3z
Phone No: lV_ S� r,- ziv
Signature:
Date:
�� r
r � t
C)Runoff Controls frZExterjor Id?ts
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior Ions.
{) Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
Affiliation: Q Fwv) Zr%e.
Date Work Completed:
Address (Agency):
e" � k5 C,'-� VC 4935>'
Phone No.:
Signature: "
Date:
AWC — August 1, 19

D) AppFifafinn d
Check the Appropriate ban
(] Existing or gloa is figlity with existing uoste i t tiemtct (Wi7P or
Animal wa" application equiprrAw speoifiW w the plan has been either field cAlibratcd or t %Wu-ted in accordaurc
-nth &xisting drarign chats and tables sod is able to apply waste as noc ataxy to as o*awx hat the waste manapwrmott
plan: (ratistiaY application equiptneat can cover the area roalt RXI by the plan at rams not to eacsed cithtr the
specified hydraulic or numcm loading recce.: Schedule for tithing of sppliaatian has been emublishcd: roquimd buf =
caa bee maintained and calibration and adjustment guidance are contaiaed as part of tbt; plea).
(y' � . e=vanda7d_ stri tint} fice ity itlaaut to tissg w»�ypPi } Q�„pgninrtl¢nt & rmrav in-iZ!6on (1)
Animal wuu application agwpment specified in the plan has been designed to apply waste as ncum eery to
a"utrn odatc the waste management plan; (proposed acpplira uon squipment csa .cover the area required by the p1m at
rates not to exceed richer the spar-i5ad hydraulic or nutrient loading rates: a schedule fbr titrung of applicatiotua has
boon estaML&haed; required buffers can be maintained; calibration Fund adjumnei i guitdance are 6-xnlatned as part of the
gam).
(j cu+ x ra existing 'i]i wi *tin wee anpliotio .t fin lard . Atli •tunt M!ing opr3y
irri tin . (WUP or 1:)
Anithsl waste appht4dot equip spociiicd in the plan has bust sciocted to apply waste as noatsury to
atccorttnxuL tc the waste management plan: (proposed gpplication cquipmetrt car cover the area required by the plan at
rates not to exceed cithcr the specified hydrm is or nutrient loading r:tZS; a schedule for tirainv of applicsions has:
been establish..]. required bufm can be maintained; ealihrUim and AustuaCrit guidance are conuimW as part of the
Name of Technical SpeclaW (Please Print): /Y/i¢t7s�l.4aa_ Lac' La �oc� �
Af ihationl : a e-c / CP � All Date Fork Complewd:
Address(Aoenc �'sc�
�} phone No: o try l o o a , /r �.�sa 3s
Signature: Dalc. .. zl—
Cn r c ra lity M: i nev R r i
The waste v=Agerraent plan for this facility includes a Waste hianagem=t Odor Cnntrnl Cbeckliu_ an Iraa:ct Contra]
Checkiict, plan. Souartcs of boEh odors and a scctc have
been evaluated with respW to this sits =d Bet Management Practices to Minimize Odors atsd Rev M:usagwiml
Practice,% to Control Insects have been s4actcd aaxd included in the a2m management plan. Both the Mortality
Man"2eanent Plan and the Ea wecocv Artiom Plan are comAtte and Can fin ithalernented fit thin facility.
Same of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address (Agcriay : e y C,/; •a ,,, � zbra LS Phone No.: f/� j;Z- Ze&
Signature:, hate: /�� / FX(
The following' tgnature block is only to be Used for new or expanding swine fitms chit bcbin u-3nstruetion after June
21, 106_ if the facility was built before Juaat2l. 1996. when was it constructed or lase expandedi . l(we)
certify that I(we) havn attempted to contact by califtcd marl aii adjoining property owners and all larar+tt't}• Qw14csS
who oven property located across a public road, street or highway from this new or expanding swine farm. The "entice
was in comphanco with the rsguiremmLs of NCGS 106-$05. A copy of the notice and a list of the property Owners
notified is attached.
Name of Land earner: II G
Signature: Date:
Namc of Manager~ (d different from owner):
Signature:
AWC AugvK11. 1
Date:
3
7f1 17f1 1.1

Oak Branch Farm
34 Old Wrench School Rd.
Godwin, NC 2 344
Date: December 8, I 998
Dear Property Owner:
RECEIVED
WATT-P 01.1AU Y SEGnON
MAR 0 6 JgQQ
Nan -Discharge Pem►itbng
Per the rules and regulations of the State of North Carolina specifically GS I 06-805 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.
Billy G. Peterson
34 Old Wrench School Rd.
Godwin, NC 28344
2. Type of swine farm: Finishing (Feeder to Finish)
Design capacity 2880
3. Name and address of Technical Specialist preparing the waste management
plan:
Bryan C. Spell
22 Horse Pasture Rd.
Salemburg, NC 28385
4. Physical Location of Proposed Facility:
1596 Carrol's Store Rd.
Autryville, NC 28318
5. Address of local Soil and Water Conservation District:
Sampson County, SWCD
84 County Complex Rd.
Clinton, INC 28328

6. Other Information:
This above mentioned rules and regulations provide that any adjoining
property owners or person owing property located across a public road or
street from the swine farm may submit written comments to the Division of
Water Quality, Department of 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,
Billy G. Peterson

WASTE UTILIZATION PLAN
Dogwood Farms
Wednesday, December 09, 1998
Producer:
Farm Name
Telephone #
Type of Operation
Billy G. Peterson
Oak Branch Farm (3-6)
34 Oid Wrench school Rd.
Godlmn,Nc 28.344
[phone]
Feeder to Finish Swine
Number of Animals: 2880 hogs design capacity
Application Method: irrigation
RECEIVED
WATIER 01JA! ITYSECTION
MAR Q 8 1999
Non -Discharge Permitting
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient_
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner_ Always apply waste based on the needs of the crop to be
grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and avaialable water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed under
DEM regulations. Wind conditions should also be considered to avoid drift and downwind
odor problems. To maximize the value of the nutrients for crop production and to reduce the
potential for pollution, the waste should be applied to a growing crop or applied to bare
ground not more than 30 days prior to planting. Injecting the waste or disking will conserve
nutrients and reduce odor problems. This plan is based on waste application through
irrigation for this is the manner in which you have chosen to apply your waste. If you choose
to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting
waste and irrigating waste 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, Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs X 1.9 tons waste/hogs/year = 5472 totes
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs X 2.3 Ibs PANlhogslyear = 6624 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 suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE WACRE NIACRE USED TIME
741
1
GRANVILLE 0-2%
C
90
112.5
0
4.24
477
MAR-JUN
741
L 1
GRANVILLE 0-2%
WA
1
100
0
4.24
424
SEP-ARP
741
1
GRANVILLE 0-2%
SB
25
100
0
4.24
424
Apr -Sept 15
741
2
GRANVILLE 0-2%
C
90
112.5
0
1.89
212.625
MAR-JUN
741
+ 2
GRANVILLE 0-2%
WA
1
100
0
1.89
189
SEP-ARP
741
2
GRANVILLE 0-2%
SB
25
100
0
1.89
189
Apr -Sept 15
741
3
GOLDSBORO 0-2%
BC
5.5
275
0
1.96
539
MAR-OCT
741
3
GOLDSBORO 0-2%
SG
1
50
0
1.96
98
SEPfiMY
741
4
GOLDSBORO 0-2%
BC
5.5
775
0
3.75
1031.25
MAR-OCT
741
4
GOLDSBORO 0.2%
SG
1
50
0
3.75
187.5
SEP- MAY
741
5
NORFOLKO-2%
BC
5.2
260
0
4.76
1237.6
MAR-OCT
741
5
NORFOLKO-2%
SG
1
50
0
4.76
238
SEP4%AY
741
6
NORFOLKO.2%
BC
5.2
260
0
7.46
1939.6
MAR-OCT
741
6
NORFOLKO-2%
SG
1
50
0
7.46
373
SEP-MAY
741
7
NORFOLK O-2%
BC
5.2
260
0
2.85
741
MAR-OCT
741
7
NORFOLKO-2%
SG
1
501
0
2.85
142.5
SEP-MAY
TOTALS: 7264A3
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
" Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments_ Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEAS
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
" Indicates a Crop Rotation
" Acreage figures may exceed total acreage in field 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 LBS NAJNrT
C
CORN
BUSHELS
1.25
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
SG
SMALL GRAIN 0VERSEEDED
AC
50
SB
ISOYBEANS
WA I WINTER ANNUALS
AC
100
Page 3 of 9

TOTALS FROM TABLES 1 AND
ACRES LE S AW
N USED
TABLE 1 1 26.9111 7,2B4
TOTALS: 1 26.911 7,264
AMOUNT OF N PRODUCED. 6,624
BALANCE -540
"' This number must be less than or equal to 0 in order to fully utilize the animal waste
N produced_
Acres show in each of the preceeding 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements_ Your production facility
will produce approximately 1065.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge,
See the attached map showing the fields to be used for the utilization of waste water
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume
of waste being stored in your structure be within 2.16 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to property
irrigate 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.
The following table is provided as a guide for establishing application rates and amounts.
APPUCATtON APPUCATION
TRACT FIELD SOIL TYPE CROP RATE (nlhrj ANIT (inches)
741
NORFOLKO-2%
SG
0.50
'1
741
5, 6, 7
NORFOLK Q2%
BC
0.50
"1
741
-i,-2
GRANVILLE G-2%
WA
0.45
"1
741
1,2
GRANVILLE 0-2%
SIB
0.45
'1
741
•}. •2
GRANVILLE 0-2%
C
0.45
'1
741
-3,-4
GOLDSBOROa2%
SG
0.50
'1
741
s-a
GOLDSBORO0-2%
BC
0.50
'1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
Mr. Peterson will have a corn, winter annual with option to graze followed by soybean
rotation on pulls one and two. Everything else will be in bermudagrass control] graze
overseeded with a small grain in the fall.
Efforts should be taken to apply as much of the waste as possible on pulls one and two
before going into the winter months. These two pulls are in poorly drained soils that will
make application in a wet period difficult. It is adivised that when applying waste to corn that
the corn be heavily front loaded but not to apply over the allowable limits.
Bryan C. Spell
Page 5 of 9

PLANS & 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for
every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients_
4. Animal waste may be applied to land that has a Resource Management System (RNiS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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" in the NRCS
Technical Reference - Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
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.
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 a crop on bare soil.
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
Page 6 of 9

component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or Over (other that 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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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 nuns, etc_). If needed, special vegetation shall be
provided for these areas and 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. Lagoon
berms and structures should be inspected regularly for evidence of erosion, leakage or
discharge.
'18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site_
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other 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 fpr 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 amd maintained. Soil and waste analysis records shall be kept
Page 7of9

for five (5) years Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
' Liquid Systems
Page 13 of 9

NAME OF FARM: Oak Branch Faun (3-6)
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new
utilization plan and a new certification to be submitted to DEM before the new animals are
stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation
equipment, to land apply the animal waste described in this waste utilization plan. This
equipment must be available at the appropriate pumping time such that no discharge occurs
from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied
on the land according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Billy G. Peterson
f LL
SIGNATURE:3 DATE:
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Bryan Spell
AFFILIATION: Dogwood Farms, Inc.
ADDRESS (AGENCY): P.Q. Box 49
Clinton, NC 283290049
[phone]
SIGNATURE: DATE: z `"l
Page 9 of 9

EMERGENCY ACTION PLAN
PHOi EXUNMERS
DWQ
EMERGENCY MANAGEN ENT SYSTEM f910) 592-899f _
SWCD [phone] — —
h-RCS (910) _592-7963
T'rL s plan will be implemented in the event that wastes from your operation are leaking.
overflowing, or running off site. You should not wait until wastes reach surface watzrs or
leave your property to consider that you have a problem. You should ma_tCe every e:ferl to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should tak-:.
1. Stop the release of wastes. Depending on the situation. this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering Iagoon.
B: Runoff from waste application field -actions include:
a. Irrunediatelv stop waste application.
b. Create a temporary diversion to contain waste.
c. incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that causeu the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprnl fe s-action include:
a. Stop recvc!e pump.
b. Stop irrigation pump.
c. Close val%,es to ehrninate furl te: discn2rp.
d_ RI -pair all ie-ks Friar to restaring pumps.
D' L_akage irorn flu_`i `-'sterns. houses. so id inC!Ude:
a. Ciop recycle pump.
h. 4I.�n irrgation pump.
,ijL-, SU-7d nil sipflO i 0 :::.ir=.
ti. `(op 'ail in the hovL1 _ j.:u-il `t _ie '! o. _c�tly - _araterj_
RECEIVED
WATER Qt1AM SECTION
MAR 0 81999
Non -Discharge Perrnitiino

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small surnp or ditch away from the embankment to catch all seepage.
put in a submersible pump. and pump back to lagoon.
b. If holes are caused by burrowing animals. trao or remove animals and fail
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
?. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted. such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
E Could a future rain event cause the spill to reach surface waters'?
Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters"
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water QualiEv)
regional office: Phone - - after hours, emergency number: 9I9-t3-39112_
Your phone call should include: your name, facility, telephone number, the details
of the incident from item ? above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. if spill leaves properry or enters surface waters, call local EMS Phone number -
c. Instruct E VS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local \RCS office for advice!technical assistance phone number - -
s: If none of the above %vorks call 91 I or the Sheriffs Department and explain your
problern to them and ask that person to contac, the proper agencies for you.
Contact the contractor of your choice to begin rerair of proble to rrtinimi-e of -site
damage. -
a. Contractors `a:ie: `1&17- �r r•i
h. Con crac:ors .padre_ 113i Wl,:f{ ✓� t Ch. 1� _
c. Contractors P'lcn.e:_ aio - 5c,,g- 6o4_VG

b: Contact the technical speciahsz who cetlifled the lagoon (`RCS, Consulting
Engineer. etc.)
a. Name: , G-rc oL5 i
b. Phone: 9io- sae- nSSy
is Implement proce-Junes as advised by DWQ and il—chnical assistance agencies to
recti[�' the darttage. repair the- system. ano reassess the waste management plan to
keee problems with release of wastes from happening again.

Insect Control Checklist for Animal Operations
Still
r11115e
11111I's ill hIIIIII'OI IttSeCIS Silt tiller.ifit� 1'rarlices
Liquid Syslems
l"ltn'li ( inners
• Accumulation of solids
- Flush system is designed :11111 operated v
Sufficiently 10 remove ticcllntnlawd Solids From
Illers its designed.
f It+:move bridging of accumulmed snluis ill
discharge
klgtmus alld NIS
clusted Solids
r.Kmaimaill laganus, settling hasills and pits where
livst breeding is apparent to minimize the
crusting of solids In a depth of im Marc than 6 -
H inches over more Ih:Itl ]flub (11'snl-face.
y1XC"sive Vcgcl:►live
* Decuyi►►g vegetation
Mainlain vegetalivts control alnnl; banks of
t ilt►Will
lagoolls nild tether impoilllclnlell(S to prevent
ticcuintilatinll ofdecaying vegetative miller
:Ilong watcl's edge on impolln111uent's lterinlcter.
_ my Systems
• heat! Spillage FT Design, nitet-ale anti tu:lilfluill feed Systems
hunkers and 1rnnghs) to minimize 111C
�'�ClctullUlatiun of &Caying Wastage.
r em Ills Spillane on it romific basis {e.g., 7 - Ili
day interval 41111ing snlluuet; 15-311 flay illtctval
11n inl, winter).
Feed Simage — Acommlations of feed residstes - Reduce moisture WC11111111alion within iuul —
arrno141 iaauedialc purialeler of feed slurage
areas by itlsts(kig 1lrainage ;sway Runt site
and/or providing adellnale t:oulalnmcnt (e.g.,
covered bin for hrewel's grain and similar high
t lislilre grain 1lraduciS).
,. Inspecl lirr and remove or hteak 1111 act:1l1lulu1c11
snlitls in fiber Shills a1-tltlitd Iced S1111age '1%
needed.
Ahllf - November 11, 1996, Page I

Si►I1riL Ca11SL•
IIhII's to Control IHSLON Site Specific Practices
Allhoal I folding Aicay Accmnnla6clos of aninii11 wastes
FJ Eliminate IOW areas that tral) 11101SIIlIC alOilg
and feed wastage
fences and other locations where waste
accumulates and disturbance by unimals is
/�lii)itual. V
m Mainlaill fence rows and fiker'slrips around
animal holding areas In minimize
eaccumulittions of Wastes (t.e., hispect for and
remove or break Ill) acemmilated solids :is
ecded).
ply Mantlic I hailing Ace minlatims Of aitimal 1vasles
Remove spillage oil a roidi le basis (e.g., 7 - 11)
5yslclus
clay interval during summer; 15-30 day inlerviii
during winter) where manure is loaded for land
pplicalinn or disposal.
rf-alulravidt:For adequate drainage arouml mamlrc
lekpiles.
R Inspect For rind remove or Break up acci mukied
wastes ill inter strips arolu)d slockpiics and
ulamre handling; areas "m nceded.
For more information contact like Cooperative kxlension Service, Deparlmenl of iintanlolog,y, Box 7613, Nnrlh Cmilina 5iaie I lniversily,
Raleigh. NC. 27695-7613.
AMIC - Novendwr 11, 1996. NIB,:2

Swine Farm Waste Management Orlor Control Checklist
10tif VC
colse
UNIPS top N1111imi-Le (111411- tills Sim. ific V] -.14.1 ivv%
F -it it 141 (:;11 1
Im: p1m liciloll
rr\Tgcwovu or wooded J)I I JfC ILS
Ro"Recommended I)CS1 11molgell . 11111t placlices;
PKGOO(UlIdgmetil 1.11d Common sellse
\I I I I I. Il holy :mlf.accs
• Dhly maimic-covered mtillvms
Fvllwalci cts locioud over sloped 11looi s;
m high cild orsolid flools;
1114111tire buildly Frimi flotw.;
F/I 11111C.11111or ventilatitlit for (hying
f. 11111C ciJkL1111111 pit.,
0 111 61c;
PK Flecilmll 11IMMIC FCII111V;11 by 1111SI1, Ili[ ICCIM11-C,
9 11;1IIi;11 Illicitshial dectimplisilioll
III Scrape,
rr"", 11141CI thlor ventikitioll
1.111h
• vokilik: gasvi;
k�vmk
;1ir Illovi!mum
ved millilives;
f I Ci I V f 1:11 VC I S;
rat 1 dclivcly dilwnspotli extelldcls 14) li:1:111:1
COVCIS
Aglialiml IpFlcuyclull
171 1"llish lalik- Cf)vt:l,s.
li'll1id while links mt: fillilig,
1-1 Fxtcoll fill lincs its vicar
11 siphon - . I holl
Indolloor 11tish mili mi(Icilloor veliailmitin
P11 wl 11,11I.L. pi-illis
c(mveyance
• Agilmion oficcyclol lal;4mij
I:Klcltgl Icullm ge litles 141 Item holloill ill' pils
filplid %vilile Mils are fillillf.,
Willi ;III1i-Sil)l1(1I1 MO.',
I lit 11.1111113'.
A gilalion (Im iiig sump imik-
--- ---- - -- ------
covets
filhill" mill 111myllowil
pill�lljt; llI;ljlI collcClitill
• AllilMi1111 illifilig
n 11ox covein
(it 111110i4111 11OXCS
coliveyance
A KII I(' - I lovviiiisci 11, 096, VaCe 1

SIiNI'l'L' ('lllllL' limits 141 htllidalin (Mor Sill: SllcCllic Prarlices
nik ul 1ir:rinlnpes al • Agilalion tlnring waminvalcl Gr lixlelld discharge poillt of 1lipcs unllculualll_.—.---
l;lls4iliu I ukvCyAIICC lagnmi liquid level
1.;1t oun %III faces • vloblile gas elllissions; [ 'rlylcr- lagnnn liquid callacily; - - -- T-- —
• iliological mixiol;; /t'nrrcci lagonn slaltup procednres;
Agitation (�{/lvlillilnnlu sllrfi+ec stca-tn-vntnllll; riltin;
fri /]���-illilellnn agitiilimt wlrcl► ittnlspirrl;:
I t CCllaniCal8CIati011;
[ 9 I'I't)V17N 111111ogicill allllilivvs
Ili iL:iiion alit inIsler • I Iigh plussille agitalloll; Ill ig:llc till ally days wllli lllllc or tilt 1v11Fil-,
lkit11Ica + t !/
11t1t11 tit ill 1� A'illl11i1111i1 il'CIIIIIIkjCilrlt:ll [Illf:liHlrlu 11Ic:5Sflle;
ulnp intake sitar lagoon liquid Sillfilce;
fl i'kniilt f111111 secolid-slake higonn
i1,11,11 c I.1111, 414 llw ili + hrllial ol'Icilli,iak decookpnsilion; (� Ilrtllonl ur nlilllcvta lu:ul;nl,;
4111 t.41.t: . Mixing while filling; n Tallk covcls;
• Agitation when emplyiog n Ilasili sill lane rllats of solids;
n Powell hiologiral additives nr oxidants
'ltlinl; IlwAll hml:Icc + Partial Illicluiliial Il4:cunllulniti4,l1; f-I Isxll:nd,kr:linpipe nutlet:; nndulociuki lilkllid
■ Mixing ►vhilt: lilting; levvi,
• Agilwilln when cnkplyinl, n Itumove sciticd solids rel,ulal iy
KLunn,:, .. Ill lly u1 %111111:,e • Al;ilalitiu wllell spicallilll;; (T Sild injection ol'slullylshidges;
slue,ulcl unllet� . vulatilc gas villissiolls
l�?f�W;ish resillu;tl ln;lnnrc I'rrnn sprellcicr utter list.,;
I'ruvert Iriulogical additives or nxidwits
I lnitivele1I m;nillic, • voiulile gas culissilms while "will injectiall ill slit] Iylslullgcs
:.tnlr �' a1r slu,ll;u till liclll 4lryiol;
f�.,r
nil inen1p11r'alinn willlill '18 lus.;
-31irva,l in thin unikitin laycis low' rapid d,yiiig,
fjir i'tovcn binlagit:al aci4lirivt:s or cir iclanls
)cad mmil,ll�, t:'OtLWs lltxoolpnsili011 k'lnpr.e tlisposititin ofraicassl:x
11r.1�1 ,uuln,ll i!1'1111'.�d • (�BrCati$ IICCUli1l1,1Sa1111t1 (, (,11i11p141U L'alYl:llllla UI 1'alCatitieti III II,11 Iai Illls;
IVL.
fi ('rolx:r Inr.:11't4tn/a:tilkstrilk, lirnt oflikllo:ai Mils
In�.nn:l:�ln1 luctiotpilae c4nnhaslil,lt CI set intimy stack hoenels
rtt•II it; - 1 IlkvUlllkler 11, 1996, ! ngu •I

loll CC III Millilldle 1141111. Silk' NIII'd fit' 111 .1111 iLTS'
S1,111dil1r, kvLltt:r als)IIIIII • 11111imper drainage; a,' Giatic and landscape stich Ilial water drains
Micrnbi'll Ileclimposili(Ill ()F away from filcifilies
tugallic 111,11ter e-
l" I LtIl I I I C I I UIL k Cl 1 4 Ilk I I I 1141m ly maillinilled access loulls pr Fillip access road Illailliellallev
llljlljic IIILICIS
A I It I it ic 111 Ol 10,111111aliml Availah1c. Finm
Skyllic Kfamlic 02110 i(Ilic/lINII, Pild-cl %1 1. ( 1111fily I:X1cI1%i1III CrIllcl
swine 1,111t1llcliml Fulill I'lliellikil ( 1414ir Smuces and l(cmeclici ; EIIAE Facl Shed 'S I I - I IA F.
SWiCIL: I'lMILICti(Ill klCilily Illimure Mallagmilcill: Pil Iteciparge - Lagomti Ticalmew ; FBAF 128-88 1 ('S I J - I I A I
Swine I'I I I I I I I c I i I ) I i I , aciliIy hlanurc N I " I I I i I I; k: I I I e I 11: 111111 c I I I o 11 r I 'I I I s I i - i I g I i o I i To ca I I i I c I I I ; I A I A 1 12 9 - 8 8 NCSt I - I 1A I:
I agni'll Dcsigll and KhmigcIllem lOr Livesinck Manure Ticatment and Sinrage ; I-.'IIAI'- 1(13-113 N('SI I - I i A F
I ',111111 -soil Ilk III' Mallme ;11141 wastel,valcr AppliCM4111. F(II6111111CIll ; 1`11A1i Facl Slicei I I( "-d I - I I A I -.'
I 'mm I dling (Ours Imm Swink: I luildiikgs ; I'll 1-3 3 I -It '.'.I I - Swillc Vx1cmioll
I'jivii,limicalal Assmance Pmgiam ; N11111" Maimal HC P(sil, I'm(hict-lis Assoc
I lt,64,ns loll Nlimagiiij; (),kir ; a iclimt finin Ilic Swine 041(ir Task Ftircc H('!;IJ Al-,ti 4 'mmmmicalimis
11111"mtce I1111ceills ill Alkimal Malmse Mallagellicill: 011ms and Flies ; 11IM107, 1945 CmIlCiclice i'mcuthilgi 1:1411 Ich ( myclativi.
AM' 11 ' ' I l'lV4:lllt'L:l 1 1, 191)(P, I'dj,C 5

ti-iortaIity Management -Methods
(check- which method(s) are being impie- enred)
Burial three feet beneath the surface of the around within 2= hours after
knowledge of the death_ The burial must be at least 300 feet from any riowing
stream or public body of water. Y
Rendering at a rendering plant licensed under C.S. I06-163.7
Complet-- incine:-..ticn
In the case of dead poultry only. placing in a disposal pit of a size and design
approved by the Decartrneat of -�-nculture
'..� Anv method whic 7 in the professional opinion of the State ire:e:inarian would
Fnake possible the salvage of pat of a dead anima;'s value without endangering
human or animal health. (Written a, proval of the State Ve:e:=narian must be.
attached)

Brock Equipment Co.
PO 1301L 100
BAILEY, N.C. 27807
Phone [phone]
Fax [phone]
This irrigation system was designed for Billy Peterson by Shane Ward of Brock
Equipment Co.
A scaled drawing, required calculations, and required specifications on pipe and equipment
are included.
The fbllowiwg buffers were maintained on this farm:
25 feet from ditch
25 feet from property fines
75 feet from property lines with occupied dwelling
75 feet from surface water and perennial streams
100 feet from well
200 feet from residence
All comments and recommendations are appreciated.
Thank you,
Shane Ward
1101111'11elnv�-
Lee Brock, Technical Specialist

FIELD SPECIFICA TIQNS
The lowest maximum application rate (inches per hour) = .35
The lowest maximum application amount (inches per irrigation cycle) =1.3
This information was provided by Brian Spell.

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TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLICATION RATE
= ((96.3*q)/(3.14*(,09*r)^2))*360/w—
where,
I = approximate actual application rate (iph)
q = discharge (gpm)
r = wetted radius (ft)
w = portion of circle receiving water (degrees)
Application Rate = 0.27 inches per hour
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = (1.605*q)/(I*s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total Application Amount = 0.50 inches
VELOCITY -IN A PIPELINE
v = [0.408*q]/dA2
where,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Velocity of Water = 2.81 feet per second
IF q = 110.00 gpm
r = 130.00 ft
and w = 330.00 degrees
then I = 0.27 iph
I F q = 110.00 gpm
1 = 234.00 ft
and s = 1.50 fpm 6A
then d = 0.50 in
lF q = 110.00 gpm
and d = 4.00 in
then v = 2.81 fps
Billy Peterson / 4" PVC

TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLICATION RATE
I =((96.3*q)/(3.14*(.09*r)"2))*360/w
Mere,
I = approximate actual application rate (iph)
q = discharge (gpm)
r = wetted radius (ft)
w = portion of circle receiving water (degrees)
Application Rate = 0.27 inches per hour
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = (1.605*q)/(I*s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total Application Amount = 0.50 inches
VELOCITY IN A PIPELINE
v = [0.408*q]/dA2
where,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Vell oci ty-of Water = 2.81 feet per second
IF q = 110.00 gpm
r = 130.00 ft
and w = 330.00 degrees
then I = 0.27 iph
IF q = 110.00 gpm
1 = 208.00 ft
and s = 1.70 fpm 0�1
then d = 0.50 in
IF q = 110.00 gpm
and d = 4.00 in
then v = 2.81 fps
Billy Peterson / 4" PVC
,901 1U 011-

TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLICATION RATE
=((96.3*q)/(3.14*(.09*r)^2))*360/w
where,
I = approximate actual application rate (iph)
q = discharge (gpm)
r = wetted radius (ft)
w = portion of circle receiving water (degrees)
Application Rate = 0.27 inches per hour
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = (1.605*q)/(I*s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total Application Amount = 0.50 inches
VELOCITY IN A PIPELIN
v = [0.408*q]/dA2
where,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Velocity of Water = 2.81 feet per second
IF q = 110.00 gpm
r = 130.00 ft
and w = 330.00 degrees
then I = 0,27 iph
IF q = 110.00 gpm
1 = 182.00 ft
and s = 1.95 fpm rl
then d = 0.50 in
IF q = 110.00 gpm
and d = 4.00 in
then v = 2.81 fps
Billy Peterson / 4" PVC

FRICTION LOSS
IN SUPPL Y LINE AND/OR TRA VELER HOSE
FRICTION LOSS IN SUPPLY LINE
FL =[(0.2083*(100/c)^1.852)*[(Q^1.852)/(DA4.8656)]*(U100)]*.433
where,
FL = friction loss in supply line (psi) lF c = 150
c = roughness coefficient Q = 110 gpm
Q = flowrate (gpm) D = 4 in
D = inside diameter of pipe or hose (in) and L = 1670 ft
L = length of supply line or hose (ft)
Friction Loss in Supply Line =
FRICTION LOSS IN TRAVELLER HOSE
then FL = 5.05 psi
5.05 gsi
(if solid set ... enter 0 for gpm)
FL =[(0.2083*(100/c)^1.852)*[(Q^1.852)/(DA4.8656)]*(U100)]*.433
where,
FL = friction loss in traveler hose (psi) lF c = lift
c = roughness coefficient Q = gpm
Q = flowrate (gpm) D =in
D = inside diameter of pipe or hose (in) and L =
L = length of supply line or hose (ft)
Friction Loss in Traveller Hose = 11.82 psi
then FL = 11.82 psi
Billy Peterson / 4" PVC

TOTAL DYNAMIC HEAD
Elevation dif. from water to CL of pump-
psi
1.732
feet
4
Elevation of nozzle-
2.165
5
Elevation dif. between CL of pump
and high point in field-
4.33
10
Sprinkler discharge pressure-
60
138.6
FL in pump suction assembly-
2
4.62
FL in pump discharge assembly-
2
4.62
FL in traveller hose** -
11.82
27.31
FL in supply line** -
5.05
11.66
TDH-j 89.101 205.81
BRAKE HORSEPOWER
BHP = [Q*TDH]/[3960*Ep]
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IFQ= 110gpm
TDH = 205.81 ft
and Ep = 0.55
then BHP = 10 hp
Brake Horsepower = 10 horsepower
** Friction Losses calculated on previous page
Billy Peterson / 4" PVC

NPSHA Calculations
NPSHA = Pa-Hs-Hf Pvpa
= 14.3-6.33-2-.36
NPSHA = 5.61 psi or 13 feet
Where:
Pa = Atmospheric Pressure
Hs = Suction Head
Hf = Friction Head
Pvpa = Vapor Pressure

Irrigation System Operation
Traveler
Start-up:
1. Tow machine to field.
2. Connect supply hose to field hydrant and traveler.
3. Open hydrant.
4. Start pump and run at idle until water is coming out of gun.
5. Slowly increase throttle to the desired pressure.
6. Start traveler engine, engage reel, and set at the desired speed.
Shut -down:
1. Slowly decrease throttle on pump and shut off.
2. Shut off engine on reel.
3. Shut hydrant off.
4. Disconnect supply hose.
Winterization:
1. Remove suction assembly.
2. Remove discharge hose and supply hose.
3. Remove drain plug on the bottom of pump.
4. Remove cap on bottom of gun cart.
5. Blow reel out with air compressor.
6. Check antifreeze in engine.

BIG GUN®
PERFORMANCE TABLES_U.S,
UNITS
100 SERIES BIG GUNS
- 240
TRAJECTORY"
100 T TAPER BORE NOZZLES
Dzzle Nozzle
'S" •.55"
PS I GPM DIA GPM DIA
Nozzle
6"
GPM DIA
--
Nozzle Nozzle Nozzle Nozzio
65" 7" Nt, w
75 8" 85
GPM
- - --_
Nuzzle Nozzle
�"
DIA GPM DIA GPM DIA GPM DIA GPM
"
DIA GPM DIA GPM DIA
50 50 205' j 64 21S'
•70 s60
74 225'
07 235' 100 245' 11S 256' 130
265' 10:01050
'.275'
_
273' 165 280' 204 300'
277
.
88 250'
103'263' 120 83'
13ti 0:11Yaiu064. 61il4bkt14;4783' 155 ' 177
79595
302' 197 310' 243 338"
90 68 ?aS' 83 ?'.b
6A00' 4' `t9-L,wGi 66tI12E`&
110 76
t00 270'
:J230'
ttp6BiliKW
117 283' 135 295' 155 306' 175 W)5 201 326' 223 335 274 367
2By .w.293f ' e..ld3wr i v.=0 .., a,sr•13846 16-
265' 92 278'
'Avadaple only with F100 It SRI00.
111 290'
129 303' 150 315' 171 324' 195 335' 22?
-- ----------- -- _ _-_
.2N 611
344' 247 11101 W4
355' 304 380
100 R RING NOZZLES
PSI
40
71 RING
GPM DIA
66 ��208
77 RING
GPM DIA
78� 212
81 RING
GPM DIA
91 215
86 RING
GPM DIA
103 224
89 RING
GPM DIA
V7•�118 235
_
93 RING 96 RING
GPM DIA GPM DIA
.c238 r:.:42
�"134 238
luu ury ulrrUSLH
0.5 DN
GPM DIA
,staa/.•r.n/,'..:�r..leU66
NOZZLES
0.6 DN 0 7 DN 0 l
GPM DIA GPM DIA GPn
n.1w91
60
60
74 •220
81 235
.3b.,�bj#i -,4&I
96 240
m230:.:
M11b:.?AO.w
�.al'JY4' 3m
152 242
""150riffib»+ .a.vin.lblrQAG.�
45 154
wroc160sr786a.i
168•.�
66 168
4."iv9Rse33Ai1�
91 182 ti6
70:
88. 246 : ,
IOAir•260zLai
110 245
aibi�l'1BObr:
125 260
, .i136y.Y76lk.
141 270
'yff:l6i� 1YD':3
164 275 183 280
. L`17Z'�2obWe a�R4iO3rLa00i;C.
_ - -
I10 200 143
80
90 '.
100
9a 255
, `-' y0 i 2b6' + ;
Ill 265
'
:;r.,A>�vjQ76�.L
127 275
3r1,iL`Milli i
145 285
WS4:d2064Ii*c
163 300
4&17tA.Wo �.^a'
189 305 211 3I5
., DOYr.316 R ::w �81ti( y
- -
Sr'
-
- - -
110'
105 270
1110 .275; `':'
124 280
"� t�O r280',
142 295
; H9 �906'' .
162 305
170 315
102 320
1p '
212 325 236 335
-
"Tne diameter
of throw IS
BDDrommately 34b
less Inr tha 91< Ir
u.•.nr.• cn,_
Jam'
,_.._ •_..tee
248,..
T''
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
Nozzle
Nozzle
Noule
T N'Olo---fJu:lt
le _-
---
-
Utzle �-
-- -�
Nozzle
PS I
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM
t 2"
GPM DIA
1 3"
GPM DIA
cb0.
- f00».avL260i. t. ,t
11M0
�i�a41SD?C4siirtZ7Dt:tiA►
a'.ii.t'tbb,k't1.t290'..a i%r
.iporII06:a1'ra 310ipyt
_DIA
:�LZ56iuuev930'
4900�i+.. ot3A6'a d�4
•60
iw. /V
80
n2�6n5'
f�.N /:�.'cP/\' -
128
143 285'
' 'tlri.•>
182 305'
.Yy L..1M... C\.:Vn/'•..1Y
225 3325
�. -.. 24b '�...M.�r/',4h
22p7e5 g34455
..�. v�M YAt. i.NY�..11.
e330 365'
/: b''YW�LrA1WMfIM
385 380'
100
290
135 „300`D. a
165 310'
• . *176wi ii66 ii0lwiiw
210 335'
`ri 223. a ,4346', t8.'
260 355'315
4, 276
375'
I%JsMT.
380 395
445 410'
143 310'
185 330'
310;:..�•
235 355
.•1r:4II47s31905tx11•.,
290 375'
w�<.306,.,nd06
355 400'
.r....3�0.kd•$.k10'tvi.;.6lietti:.
425 420,
500 440'
f
120
157 330'
204 350'
258 375'
:.
320 395'
385 420'
•.n430.aa'
:a1��.4�
_
465 440'
Sa5 ar0' 1
150 R RING NOZZLES
86"
Ring�DIIGPMI
PSI
mg
97"
-- -_.�
Htn 9
t.08"
-
Rm g
t. t8"
--
--
�,
9
I GPM
DIA.
GPM UTA
GPM DIA,
GPM126" DIA
GPM DIA
GPMH41'I DIA
50 100 - A, PAS" "
F.
liRv WllQs.f..'�.�66:aicw.
q« .Nrlbbcs y6 r>
T
�R34y,
4
60 110 260
707 ` i }.d20.. '_' 270'r
143 260'
rka,156tiA.! •290!: i 7+
182 300'
! . s�41
225 315'
KI11r2A3' p1
275 335'
.4300r .`.4�e3,1iJli
330 350,
385 365'
80 128 ?BU
0o µl3b r.�1tz99 ors
n,5 s u
�/�17s� w�..s1n .k,
210 320'
«+..2: w.s�'4►��'bzwuvssn'�azat►�r�:r.
260 340'
315 360'
ru1366Ckr1t
380 380
1
Ef�Yy1141�
445 395'
100 143 300
1t0a t•:•t{SO 31pei ti�inw.lY6:L:rr.900�rtAln
120 157 3 5'
185 320:
235 340'
.t.✓ 247::�,.i 9604iea
290 360'
P..,n908... e:0704t+s
355 380'
.:w.370 t+it 390
425 400
- -"44 ' ,.410,A.,..•:
500 415'
t«iNub26'+il� i%Il�eibki
-�__
204 335'
2S8 360'
320 380'
-----_-.__...
385 a00'
--- - --- - - - - --
-.. 465 420'
545 435'
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
Nozzle
I'S I GPM DIA
Nozzle
GPM DIA
Nozzle
1 2"
GPM DIA
Nozzle
13"
GPM DIA
Nozzle
1 4"
GPM DIA
Nozzle
- 15"
"t-ow DIA
Nozzle
16"
GPM DIA
Nozzle
1.75"
GPM DIA
Nozzle
t 9"
GPM DIA
80 260 . 346' :.
1;�4 �6 '- :-366'n :
'n z39Qr5/r.376t«'
i&
1A1v415.:"'10" 4z:.a/
.+wbibN i.J30rYA
u�
' y.bpQ 7jpy�
70 270 360
so 290 37b5- i.
rd0 I
310 380'
,.1380*.F.396Ltr:
355 395'
4rra3b0iui3r{IOVdf'
415 410
t4�Sdi+A30t'.,
480 430'
+Ip.bl6.ztird60'
555 450'
630 465'
atw8+Tb�tw.486•"
755 495'
wtb06si.b1841i�
890 515'
310 390'
100 •325*.,400'.^.N
350 410'
`A',W 1t»420 j}u?4,4py;,h
405 425
475 445'
545 465
625 485'
715 505'
855 535'
1005 555'
n0 I" 340 410'
130 365 420 :.-
390 430'
406-.. f00:9r:
.
445 450
;...... 0ri1iA80f
525 470'
75W:e4b0
605 495'
r4.080iwi1:iOatAb1
695 515'
i62fYw:%
790 535'
;,.: 800. 4401 .
945 565'
1110 590'
130 370
u.tl86.dY/480'ut.
st�6461!&vu480Jt11C
&aL830+: 1606;a:.,,r:i25°rtii16630friY
cYacB16S%.1'060""
'sra►:886:rC'
:�y
a25'
425 aa5'
485 465'
565 465'
655 515'
755 540'
860 560'
1025 590'
1210 620'
200 R RING NOZZLES
PS I
1 '." Ring
0 29" actual)
GPM
1 I," Ring
(1 46" actual)
1 ty" Ring
(1.56" actual)
1 'e" Ring
(1 66" actual)
1 174" Ring
(1 74" actual)
1 ." Ring
11 83" actual)
2" Ring
It 93" actual)
DIA.
GPM DIA
GPM DIA
GPM DIA
GPM DIA.
GPM DIA
GPM DIA
60R
:.,230u4rw336l
�'1flY+4e,rlriy360:�:actt�ip37a1a''
f/,1aC..k.Yr�.vcatE+..a:IR�.+ta(06:r.
--•• -
60
250 340
YJO'' `•. r
330 370'
ai"r.Ll.�BQKMr1s306i •T
385 390'
.d ipY4 rr�i106'.
445 410
' a� IABp,.w�sA26k:t•a
515 425'
rr
585 440,
695 455'
80
90
290 370
310 380'I" 4ri
380 400'
ii:1.4064i4:/41b1wdc•:-
445 420'
:u►aA76a:ly
515 440'
+:ida6b4LYtw�.I91666ti1'ikr~yg4A
590 455'
Lr/b6�Cr
675 a70'
KiAbi'i66+iMGlk
805 a90'
100
.110 I
325 390,425
340. 400' a .,
425
0.,::44breh•;43bt ,3.
500 445'
--Ami•:'r%
575 465
N Yab0S1:!'i4ti476iou
660 480'
:ad/{1b93yfr:i:.1100:a.y.atimr:_780v
.3/6a6 .t.,iBS+K
755 Soo,
900 S20,
120
130
355 410'
370 415'
465 445
41i6 n 464I
545 465'
630 4R5
725 500
.:b10'X4 r
825 520'
985 545'
•'The d.ametnr
n1 thin.., .c
...
.•-'"�"73b'.; •'
.'I 7f
The BIG GUN' performance data has been obtained under ideal test conditions and may be adversely affected by wind. poor hydraulic entrance conditions or other factors
Nelson litigation Corporation makes no representation regarding droplet condition. uniformity, or application rate

C
4 MX A. � r"l..
CONSTRUCTION
Single or two stage pumps are cast iron with end suction
and a horizontal discharge facing right when facing the
CAPRARI MEC — D series pumps are
pump from the rear. The direction can be rotated to left or
designed for tractor P.T.O. drives and
vertical by your dealer. The balanced impellers are cast iron
and have two replaceable wear rings for each impeller. A
are ideally suited for a wide range of
stuffing box seal is standard equipment. A dependable
irrigation applications including the
step-up gear box has hardened helical spur gears running in
oil. Some models are also water cooled.
high heads normally required for
irrigation travellers.
The heavy duty trailer supplied has a rear support bar which
is used to keep the pump from tipping over backward.
Caprari also manufactures a complete
Standard tires are 4.00 x 8. The pumps are supplied with a
P.T.O. shaft, hand primer and discharge check valve. An
range of pumps for engine drive,
appropriate sized N.P.T. female coupling is supplied for the
suction end.
vertical turbine and submersibles.
Ask for details. NOTE: We would highly recommend the use of safety shut -down
switches for your tractor when using a P.T.O. pump.
Cadman Power Equipment limited, whose policy is one of continuous improvement,
reserves the right to change specifications, design or prices without incurring
obligation.

MEC D2/50
U.9. 0 tW P00 yp
MEC D04/80
U.9. 200 300 10 5- 600 7. B00
O.P.N.
MEC DMR80-3/2
HEAD
P.8.1. FEET
200 462
B5 427
17. 393
t58 365
i,2 328
9 298
Y 263
u.s, tro 3aa 5oa 70o Sao
O.P.N.
4 MEC D3/65
taO t50 2aa z5o Y. YP .Uo .5O SOU 5w
MEC DMR 83-3/2 A
U.S. too 200 300 b0 500 6OO 7W 800 900
O.P.M.
MEC D3/101
3•O
300
PtY'
280
:61
b
5
PfFT
5�
50U
450
35.
3-
X.P.
IYO
12p
1Q0
60
n
U.9. 500 600 700 80U 900 t00o 1100 12W 1300
G.P.M.

Typical Field Hydrant w/ Wafer
Valve Connection to Reel
/ 4
is arge Flex -hose
egree Alum. Fitting
Jafer Valve Hydrant
a
Assembled Field Hydrant in
Opened Position w/ 90
Degree Cast Alum.
Ring -Lock Fitting
CerPnic Coated Matco #afer
/Valve w/ Built-in Gaskets
F male Alum. Flange w/
emale Ring Lock Connector
ch.80 PVC Flange
F
a
Y
Matco Wafer Valve Hydrant w/
Variable Settings

��G l/✓r � �2/v� � �,r�PS
/< lea !vC
?IiG �OCK
(!ONN&CT6 K
17
G " /O'y (,/ eyi
�L�y F,t)
� �RoN► l AMP Ta I�yp,4ANT
30 '141-kP�
� ��or � ►' �7eA�NER wiry �p

THRUST BLOCKING
411
DEAD END AND TEE = (200 X 16.2) / 1200 = 2.7
90 ELBOW = (200 X 23.0) / 1200 = 3.8
6"
DEAD END AND TEE = (200 X 34.8) / 1200 = 5.8
90 ELBOW = (200 X 49.2) / 1200 = 8.2

Handling and Installation of PVC Plastic Pihp
Temperature has a major effect on PVC plastic pipe. As temperatures
approach freezing, the flexibility and impact resistance of PVC plastic
pipe is greatly reduced. At low temperatures when joining solvent weld
pipe, a longer time is required for the glue to set. Generally solvent
weld pipe should not be joined at temperatures below 400F. At high
temperatures pipe becomes more flexible and set-up time for the glue is
greatly reduced.
When pipe is stacked, it should not be placed in piles more than 11
five feet high. Occasionally out -of -round pipe will result from stacking.
In warm weather, once the weight is removed, it will rapidly assume a
round shape. In cold weather, several hours may be required for the pipe
to return to the original shape.
Sunlight can have an effect on the pipe, especially in colors other
than white. It may warp and exhibit a snaking effect. When left in the
sunlight for long periods, the color may fade and the pipe will harden
at the surface causing a loss of impact strength. Discolored pipe should
be handled carefully during installation. If pipe is to be stored out-
side for long periods of time, it should be covered with a cover of
opaque material, not plastic, and air should be able to circulate under
the cover.
Gaskets should be stored away from excessive heat and solvents.
Some pipe comes from the manufacturer with the gaskets installed. If the
Pipe is not to be installed immediately, the gaskets should be removed
and stored.
When installing gasket pipe there are several simple steps to follow
that will ensure leak -free joints. The gasket or ring groove should be
cleaned of foreign materials. The gasket should be properly installed.
Ample lubricant should be placed on the male pipe end, the pipe aligned and
the male end inserted into the female end. Some pressure will be required
to force the male end to the correct depth. There will be a reference
point to indicate the required penetration depth. If penetration is not
deep enough the joint may leak; and if penetration is too deep, there is
not adequate room for pipe expansion. Once the joint is made, the pipe
being installed should be rotated to ensure that the gasket is not pinched.
Gasket pipe may be connected in the trenc! - +ho ground beside the
trench and then lowered into the trench. If the latter is done, check
each joint to ensure that penetration is correct. If it is necessary to
cut pipe, either a PVC pipe cutter or a niter box with a carpenter's
fine-toothed handsaw should be used. For gasket pipe, it will be necessary
to bevel the pipe, usually at an 30 angle, a,-complished with a special
rasp or file. For solvent weld pipe, burr, chips and filings should be
removed from the outside and inside of the pipe and it is preferable to
slightly bevel the outside circumference.
Fittings for gasket pipe may be plastic cr steel. The trend in
the industry today.is to use epoxy coated steel fittings. These are
manufactured by several companies (McDowelI,Pierce, Davis, etc.) and can
-4-
a

Irrigation Water Conveyance 430-DO-3
-The ratio of air -release valve diameter to pipe
diameter for valves Intended to release air when
filling the pipe should not be less than 0.1.
However, small -diameter valves may be used to
limit water hammer pressures by controlling air
release where control of filling velocities is
questionable. Equivalent valve outlet diameter of
less than 0.1 are permitted for continuously
acting air release valves. Adequate vacuum relief
must be provided.
Air -release valves or combination air valves shall
be used as needed to permit air to escape from
the pipeline while the line is at working pressure.
Small orifices of these types shall be sized
according to the working pressure and venting
requirements recommended by the valve
manufacturer.
Manufacturers of air vales marketed for use
under this standard shall provide dimensional
data, which shall be the basis for selection and
acceptance of these valves.
Drainage. Provision shall -be madefor
completely draining the pipeline if a hazard is
Imposed by freezing temperatures, drainage is
recommended by the manufacturer of the pipe,
or drainage of the line Is specified for the job. If
provisions for drainage are required drainage
outlets shall be located at all low places in the
line. These outlets may drain into dry wells or to
points of lower elevation. If drainage cannot be
provided by gravity, provisions shall be made to
empty the line by pumping or by other means.
Flushing. If provisions are needed for flushing
the line free of sediment or other foreign material,
a suitable valve shall be installed at the distal end
of the pipeline.
Thrust control. Abrupt changes in pipeline
grade, horizontal alignment, or reduction in pipe
size normally require an anchor or thrust blocks
to absorb any axial thrust of the pipeline. Thrust
control may also be needed at the end of the
pipeline and at in -line control valves.
Thrust blocks and anchors must be large enough
to withstand the forces tending to move the pipe,
including those of momentum and pressure as
well as forces due to expansion and contraction.
The pipe manufacturer's recommendations for
thrust control shall be followed. In absence of
the pipe manufacturer's requirements, the
following formula must be used in designing
thrust blocks:
98 HD' a
A 9 sin Z
Where:
A . Area of thrust block required in e
H -Maximum working pressure in ft \
D - Inside diameter of pipe in tt 1
9 . Allowable passive pressure of the soil in
ib/tta
a - Oetlection angle of pipe bend
Area of thrust blocks for dead ends and tees shall
be 0.7 times the area of block required for a 90-
deflection angle of pipe bend.
If adequate soil tests are not available, the
passive soil pressure may be estimated from
Table 1.
Materials. All materials shall meet or exceed the
minimum -requirements Indicated in
'Specifications for Materials.'
Plans and specifications
Plans and specifications for constructing high-
pressure underground plastic pipeline shall be in
keeping with this standard and shall describe the
requirements for applying the practice to achieve
its intended purposes.
Table 1.—AI(owable scil bearing pressure
Natural sail material
sound bedrock .... .__.......
cerise sand and gravel
mixture (assumed
e- -Lo') ........................
oenaa Ana to coarse sand
(assumed a - is') ........
Silt and Clay mixture
(as444411e(3 0 - 251) ..._...
soft ci-ty and organic
salt (assumed
• - 10') ........................
0&= of cover
to canter of thrust block
2tt 3tt 4a 5tt
:... .... .... ....
1.200
1.800
2- 400
3.000
aw
1.200
1, 650
2.100
500
700
950
1200
zoo
300
AM
Soo
SCS, January 1989

�J
i
Figure 2. Anchorage blocks.for in -line valves.
Table 1 is the forces encountered at end plugs.. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. for test pressure in psi
Pipe Diameter
inches
100 PSI
150 PSI
200 PSI
250 PSI
12
295
440
590
740
2
455
680
910
1140
2,
660
990
1320
1650
3
985
1480
1970
2460.
4
1820
2720
3630
4540
6
3740
5600
7460
9350'''
8
6490
9740
13,000
16,200"`
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16
26,600
39,800
53,100
66,400
-6-

DIAMOND M PLASTICS
Stock Nominal ' Wolght Outsldo
_Plant Slzo Per lnn ft nt.,.,,.,,.,.
CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Wall Insldo Plocoa Por
Foot Por Foot Por
V
rucK[OaCl
SDR
- 41
100
PSI
;
LM
4"
1 4.
4.500
.110
4.2B0
63
1,260'
20,160
M
6"
0
6.625
.162
6.301
28/32
560/640
8,400
M
8"
0
8.625
.210
8.205
15/10
300/200
41840
M
10"
! -
10.750
.262
10.226
12
240 .
34420
M
12"
8 0
12.750
.311
12.128
6/8
120/160
..2,100
SDR
- 32.5
125
PSI
4.500
.138
4.224
63
1,260
.20,160
M
M
6"
8"
1g,,•
6.625
.204
6.217
28/32
560/640
8,400
M
10
gar5
8.625
10.750
.265
8.095
15/10
300/200
4,840
r0
.331
10.088
12
240
3,420
M
12"
12.750
.392
11.966
6/8
120/160
2,100
SDR
- 26
160
PSI
M
2"
2.375
.091
2.193
204
41080
65128Q
M
3"
96
3.500
.135
3.230
88
1,760
28,160
M
4"
,5`8
4.500.
.173
4.154
63
1,260
20,160
M
6"
00
6.625
.255
6.115
28/32
560/640
8,400
M
B.
8.625
.332
7.961
15/10
300/200
41840
M
10"
�QiNt �Q,
10.750
.413
9.924
12
240
3,420
M
12"
7�2.•0
12.750
.490
11.770
6/8
120/160
2.100
SDR
- 21 -
200
PSI
M
2"
:4..9'p
2.375
.113
2.149
204
41080
65,280
M
3"
81,
3.500
.-167
3.166
88
1,760
28,160
M
4"
�9n 1'0,
4.500
.214
4.072
63
1,260
20,160
M
6"
4+r`
`" $
6.625
.316
5.993
28/32
560/640
8400
M
B.
8.625
.410
7.805
15/10
300/200
4,-�40
M
10
"'0^0
10.750
.511
9.728
12
240
3,420
M
12"
0"
12.750
.606
11.538
6/0
120/160
' 2,100
Prices are subject to a firm policy of "Price in effect at time of shipment on regular purchase."
Possession of this page of a price list does not constitute an offer to sell.
*Freight regulations &,/or equipment may reduce maximum footage per truckload.
All prices F.O.B. manufacturing location.
L = normal stock item at Lubbock, Texas
M = normal stock item at Macon, Georgia
Joints Per Quart of Lubricant
(Furnished)
4" 85
6" 60 Additional Lubricant
8" 45
10" 3512 25 ,
y N
15" 15 12 QC. per CaSe
18" 12 4 Gal. per ca:;e 1 r 00 r al`,,'t
i
21' 10 1i+ t y.
24~ 8
27" 5
2

44
THRUST BLOCKS
1. Tees 1 " 2 I'lultyed End of Tee
3 90' Elbow
r. End Caps at Plugs
S. Valve
6. Sleep Incline
Figure No. 4
0
541

General Installation
Recommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back -
filling Instructions are usually provided
by the Engineer in charge of the project.
Reference may also be made to Amerl-
can Society for Testing and Materials
Standard, ASTM D-2774 "Recommandod
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
1. The trench bottom shall be stable,
continuous, relatively smooth, and free
of rocks or other objects detrimental to
the pipe, it shall provide continuous
support for the pipe, and bell holes shall
be provided for the bell and spigot Joints,
valves, and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth shall place the plpe-
line at least 6" below the lowest recorded
frost depth, and shall place the pipeline
depth at least 30" below grade.
3. The trench width at the top of the pipe
shall be as narrow as practical to allow
adequate room for joining the pipe and
to allow proper compaction of the sldeflll.
Minimum trench width Is normally con-
sldered 12" plus the pipe O.D.
4. Pipelines shall be cased, bridged, or
otherwise protected at locations where
they will be subject to heavy surface
loads due to shallow burial. Casing shall
also be used In spanning creeks and
aullles, extending 8 fL on either side of
the creek or gully.
Jointing
1. The pipe shall be Jointed In the trench,
Dr above ground, In accordance with the
Jointing Instructions.
?. It Is Important that the gasket be clean
ind properly seated, the spigot end well
ubrlcated, and the bell and spigot ends
LIignod correctly In both planes.
1. if Jointing Is done above ground, care
should be taken when lowering pipe Into
he trench that the depthof tholoint entry
emains correct. Check that the depth
if entry mark on the spigot ends is flush
vilh the face of the bell. Jointing of 6"
nd largo pipo Is usuallydono In thin trench.
. AT NO TIME should a back-hoo or
Imllar device be used to assemble pipe.
Thrust Blocking
As with other push-flt rubber gasketod
Joints, the pipe will not take end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the boaring,surface Is in direct line with
the major force created by the pipe or
filling. Concroto having a compressive
strength of 2000 psi Is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size may be calculated
as follows:
a) Multiply the pressure level desired
for testing by the value shown In the
table for thrust on fittings:
Thrust In Pounds
PIPo
Slie
90
Elbow
45
Elbow
2215
Bond
Dood End
or Toe
6"
48.74
26.33
13.45
38.10
B"
82.61
44.72
22.60
61.18
10"
128.84
69.47
35.42
95.05
12"
180.54
73
7.2
49.82
133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL
lb. per SrV Ft.
Muck pool, etc.
0
Soft clay
1 000
Sand
2,000
Sand and gravel
3.000
Sand and gravol cemontod with clay 4.000
Hard shale
10,000
c) Divide the total thrust on the fltting
(step a) by the bearing strength of
the soil (step b). The result is the
square foot of area needed on the
face of the thrust block.
d) Thrust blocks should haunch the
Pipe or fitting, not encase It.
Backfilling
I. Place select backfill and compact
under the haunch, along the sides of,
and over the lop of the pipe to a Com-
paclod depth of at least 6". This backflll
shall be soils that allow good compaction
and placed In 6" layers, wolf compacted.
It shall be free of rocks, frozen clods, or
other hard objects.
2. The final backfill may thon be made In
the usual manner, but Caro should be
taken not to dump large rocks or heavy
objects on the Initial backflll and pipeline.
3. If the Joints and fittings must be left
exposed while under test, backfill to
within one foot of each side of the Joint
or filling to prevent deflection of the
Pipe while under test pressures.
Testing
1. ALL AIR IN THEI.
PIPELINE SHALL BE
BLED OFF CAREFULLY WHILE FILLING
THE LINE WITH WATER FOR TESTING.
Entrapped air In the line can cause ex-
cessive lest pressures, and create un-
necessary problems. Air shall be bled
off at the high spots In the line. Air
removal may also be accomplished by
pushing a foam plug through the line by
Incoming water pressure.
2. Test pressures may bet 'Is times the
designed operating pressure of the
pipeline, but shall not exceed the maxi-
mum pressure rating of the pipe.
3. After pressure test and acceptance
of testing, the uncovered Joints and fit-
tings shall be Initially backfilled with
wolf compacted soil, and then covered
with final backfill.
4. Hydraulic pressure testing of the
pipeline shall be carried out Initially at
Intervals not exceeding 500 yards and
thereafter at Intervals not exceeding
1,000 yards.
Radius Bends
Gradual change of direction may be
achieved bydeflocting orcocking RI-EBER
Joints a maximum of 3 degrees without
affecting the hydraulic seal of the Joint.
Offsets are made only after t6o.straight
In -line assembly Is made. Derlectlons at
the Joint and minimum curve radll (ft.)
obtainable are listed below:
Dooree of
Dollocllon
at the Joint
tannlhs
Offset, Inches Radius, feet
1
4.2~
1.150'
2
8.3"
672'
3
12.W
381'
-4-

be fabricated in almost any configuration. Some epoxy coated fittings', :.
.'include -stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessaryto.'connect :PVC plastic pipe to' steel;
or ,CA• pipe. This connection pan, be' made with a c,qupl ing call ed 'a''• 1
transition or repair coupling. • I,n-1 i n5 valves can be -supplied with
connections to gasket pipe �° ''
Thrust blocking is required for gasket pi Pe.'' Most thrust' blocks•'•
will be concrete. Manufacturers recommended thrust blocks at an v:'
change in.-Oirection,greater• than.l0o..,•Figure 1 gives an example,W
different arrangements for thrust bloc's.'''.*
.. .i; ', .. '•. 'f't .l ,.. �••! J l�ii. 1 •t iAil�' i i•5::'t N••!•
.. 1. .. .. . .:�' Ili I . l . �. • ••.'.• • -
S
•
.1
1,
Figure 1. Example of different arrangements for thrust blocks.
-t -

Table 2. Factors for Calculating Thrust W for
Elbows and Tees.
Elbows: 90o = 1.41 Tees = 0.70
600 - 1.00
450 3 0.76
300 - 0.52
22.50 - 0.39
Table 3 gives the safe bearing load for different soil
Table 3. Safe Bearing'Load
Soil ; lb/ft2
Mulch,,,peat and similar 0
Soft Clay 1000
Sand 2000
Sand and gravel' 3000
Sand and gravel -cemented -
with clay- 4000
Hard shale 10,000
types.
I
Thrust block area(ft2) - W - Thrust (Table 1 & Table 2) ..
F Soil bearing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe., Soil types, moisture content, depth of
trench'required.and type and diameter of pipe must be considered.
General ly,chain trenches, wheel trenches, backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of:pipe. Under most conditions the chain trencher or wheel
trencher will be faster than the'backhoe. Where wide trenches for large
pipe are required, the •backhoe'Will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

on each side of the pipe to provide's'lrpport frea from voids. final backfW odly aflet this mlkilmuM depth of cover has been
Cue should be taken to avoid defotminji displacing, or placed and only with pipe ,having wall thicknesses greateS than
damaging the pips during this phaa• of the operation. '. that of SDR-41.., ear
6.4 Final backfill • .
6A.1 Giulial.. Aftei plpelir►e teitlntl. Mdi bickfill shill be ShCTIOA 7-S1shClAL CONSIDERATIONS
placed 'and spread Ih approxliriately. uhiform layeri In such a . 1.1. Bill slog'l lohiubtia!- biskit taint!. When the pipe Wing In -
manner as to fill the french eonipletely io ihit, there will be no stalled is piovidtd with ttlbbei aisket Joints, bell holes shall be
unfilled spaces under or about rocks of lumps bf earth in the excavated In the bedding mattrlal to allow for the unobstructed
backfill. Final backfill shall be free of large rocks. frozen clods assembly of the Joint. Cate should be taken that the bell hole is no
and other debris greater than 76 mm (3 In.) th dlametet. Bolling larger,thin necessary td acedmpllsh proper joint assembly. Which the
equipment or heavy tampers should be Used td 'eonsolldate the • jolht haj been tirade; the bell. hole should be carefully filled with
TABLE 11 - THIWS'1' BLOCk1N0 AND ANCHORS irbR tll4> zhditbt)NIi IltltidA'tlok ilikLINEJ
Slay 1. MWilplr 6a woiltldk biisidii br thi appioprlati value
t.4.► ilio" lit the IdUowing table to obtain total thrust ld N-(lb):
�s� t•! rrtfs:
•) i'� ! t •'' �.' ptri;L1NE TljltUtT 1rACf6ltS4.+ ;
T/�1 r raov o r j. y
Nva Slri ' Maid l:nd 60e .Ati' 22-i/2e
:bt' A;•:v6 d�. W� 66t ' ' ' or Tee klbow IUbowr Elbow
d.94 I : 4.16, 9.25 1.15
2 50. ; 4.66 ; 6.46 3.50 1.78
24/2 63.6 . , , . 0.65 9.40 5.10 2.60
3 70.1 9.90 . 13.9 7.51 3.62
3.112 98.0 12A 18.1 9.81 4.99
4 101.0 16.2 23.0 12:4 6.31
6 127.0 24.7 35.0 26.9 9.63
e�1) 6 152.4 14.8 40.2 26.7 13.6
�•, .p:►yj. FAA�6�. ►i: 1d 264.0 91.6 130.0 70.0 36.8
12 304.8 129.6 182.0 98.6 50.3
J'
Based on thrust per kpa (pal) breasurs
.eis'•�
1 •. + • lllocklnt for bross may not be needed with long branch lines.
Step i. Deleriulde the beizing strength of the soil from the table
bilo►r.t
i6.RlNO STRLNGTI1 OF SOILS
Solis and Safe ilsathne Loadi lb/ft2 kFa
Sound Shah • '
10 000
478.8
Cemehted Gravel aHd g'irld
,
difficult to pick
4 boo
101.6
Coaraa and Iin4 compiat SaHd
3 000-
143.6 -
Medium Clay -Cad b4 tpaded
2 000
96.8
Soft Clay
1 000
47.9
Muck
O
0
Step S. Divide the total thriut obtaliied
in Stepp
1 by the bearing
strength of the loll to 01 the area
needed, m2 (W).
SIDE TIIItUST ALTlt ik kk f1tobk6 JltE '
ripil Sire
Sidi Thruai-per Degrese
mini
lb
II
1-1/2 38.1
5.1
' 22.7
2 60.8
7.9
35.1
2-1/2 63.6
11.(1
61.6
3 76.2
17.1
76.1
8-1/2 88.0
22.4
99.6
4 101.0
28.3
125.9
6 127.0
43.1
191.7
6 •152.4
60.8
270.E
8 203.2
103.0
468.2
10 254.0
160.0
711.7
12 904.8
''' 226.0
1000.8
4 Ilasid on ilde thrust t)ir b69 li�& (166 psi) vrbasure Jar degree of
dariecUon. • r. •
� •. :.,. is
NOTE! Multiply aide thWit frohi t►616 bi'"ditp•ias of diheotioh
times kPa (pal) divided by 100•to oil= total Sidi thrust 1n N (lb).
�l
i
-0
TAM

D) A"Ii�ation d , l' EQ1 iQl ment
Check the Appropriate boa
O Existing or expandingfacility with axisti wa tea licatinn equ�� t (WUP or
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accofdancc
Anima i%ting dceign C11a[ss sad tablas and is able to apply waste as necessary to ac;cornnxxiate tho waste management
plan: (existing application epuipruent can cover the area required by the plan at rates not to rzcecsJ ei[1k t the
specified hydraulic of nutrient loading rates, a schedule for timing of application has been esushlishcd: required buffers
can be maintained and calibration and adjustment guidance art contained as part of the plan).
New, ex a cd or existing fzcilitX without xistin wa tea li lion ni merit for sOnv irrigation (1)
Animal waste application equipment specified in the plan has been designed to apply waste as neces L:ary to
accommodate the waste management plaza: (proposedapplication equipment can cover the area required by the plan at
rate: not to excud citlicr the specifi®d hydraulic nr nutrent loadint! fates: a schedUle for timing of application; hw,
boon established; required buffers can be meuitaincd; calibration and adjustment guidance are contatned as part of the
plan).
() New-expanded,or cxistin facilit without _rxisting waste application NujpMert r6i land trrvAda g ,not tieing .prav
irrii•ation. (WUP or 1)
Animal waste application equipment specified in the planlhas betn selected tto cSLn cover the area rcqly Waste As u rcd by the plan at
accommodate the waste management plan; (proposed qpp tq P
rates not to exceed either the specified hydraulic or nutrient loading ratc;s; a schedule for i1min of applicatons has
been e,tnhlish.•J' rcquiMI buffers can be maintained; calibration and adjustment guidance art contained as part of the
plan). �-1
Nantc of Technical Specialist (Please Print): 19/ r25H,4G` Z_,t _ to0�
Affiliation: /� a /e �, Cb i G�.Date work Completed:
1
Address(,Agency)FS: K od 9'V'7PhoneN"o:
a,,, ,gnature:s9:%
Cn Tr I ince•cf ooMrni, ivinrut
The waste management plan for this facility includes a Waste Management Odor Control Checklist_ an ly,,L Control
Checklist. a M- ortaility Manabeinent Checklist and an Emergency Action Plan. Sources of both odors and inx:ctc have
been evaluated with respect to this site and Best Management Practices to Minimize Odors uid Beyt M:anagemcnt
Practice to Control lnseets have been selected and included in the waste management plan. Both the lviortality
Manan_ernent Plan and the Emergency ActtOR Plan are complete and can he im lep meuted bs the` facility.
Name of Technical Specialist (Please Print);
Affiliation:
Address (Agency):
Signature:
Date Work Completed:
Phone No.:
Date:
ten NotiCe at New or rXpdnarn��+r��� = a
The following signature block is only to be used for new or expanding swine fauns that begin construction after jiWe
21, 114%. If the facility was built before June21, 1996, when was it constructed or last expanded___ �_ )
certify that 1(Wc) have attempted to contact by certified snail all adjoining ptopctty Owners and all propr.rt} owncLS
who own property located across a public road, street or highway from this new or expanding swine faun. TIC notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
n nf,-ti rc ari2rhed.
Name of Land Owner:
Signature'
Name of Manager (if different from owner):
Signature:
AwC August t. 19a7
7n ,7n , 7
Date:
Date:

Brock Equipment CO.
P.O. Box 100
Bailey N.C. 27807
[phone]
Quantity
Description
Price Each
Price Total
1,870'
4"
SDR 21, 200 PSI PVC pipe 1.00
_
1,870.00
2
4"
900 Elbow 35.00
70.00
4
2"
Air Releases 75.00
300.00
1
4"
Lagoon Hydrant
235.00
8
4"
Field Hydrants 235.00
1,880.00
Thrust Blocking
150.00
Labor
2,470.00
Total.
3-6-99
Tax 43.55
V,017.55
Billy Peterson
34 Old Wrench School Rd
Godwin, NC 28344
[phone]

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
RECEIVED
APR 6 1999
James B. Hunt, Jr., Governor Y-
Wayne McDevitt, Secretary FARTEVILL
A. Preston Howard, Jr., P.E., Director .
November 25, 1998
Billy G. Peterson
Oak Branch Farm 3-6
34 Old Wrench Sch. Rd
Godwin NC 28344
ffl�?W'A
IT 0 0
Ad A&4 I ;
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWS820724
Additional Information Request
Oak Branch Farm 3-6
Animal Waste Operation
Sampson County
Dear Billy Peterson:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by January 2, 1999:
1. The Animal Waste Management Plan Certification Form that was submitted is
incomplete. Page one must be completely filled out and Sections IIB, IIC, IID, IIE and
IIF must be filled out and signed by an appropriate technical specialist.
2. Please submit documentation that shows that all adjoining property owners, all property
owners who own property located across a public road, street, or highway from the swine
farm, and the local health department have been notified by certified mail of your intent
to construct a swine farm.
3. The irrigation parameters listed in your Waste Utilization Plan (WUP) exceed current
recommendations. Irrigation events are to be listed in the WUP as the maximum
application allowable for that soil type from the time the pumps are turned on until the
time they are shut off. The application events listed in your WUP appear to be out of the
Sprinkler Irrigation Guide. The Application Amounts listed in this guide have not been
adjusted for the application of animal waste. It is currently recommended that total
application amounts not exceed one inch in any application event for any soil type. If
your application rates need to be adjusted for the application of animal waste, please have
your Technical Specialist revise your WUP to reflect the appropriate application amount
per event. If the rates exceed the recommended one inch, please have your Technical
Specialist justify the increased application rate in the narrative of your WUP.
4. Please submit an Emergency Action Plan.
5. Please submit an Insect Control Checklist and on the Odor Control Checklist and a
Mortality Management Checklist with Best Management Practices (BMPs) that are to be
implemented at this facility identified (check the appropriate BMPs.)
6. Please submit a more detailed map for your irrigation system, detailing all buffers used in
the design of this system.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

46
Application No. 82-0724
Bryan Spell
Page 2
7. The irrigation design submitted was not signed by an appropriate technical specialist.
Please submit certification that the irrigation design was approved by an appropriate
Irrigation Specialist or Professional Engineer.
As per section 3.3.3 of the Application for a General Permit for New and Expanding
Liquid Animal Waste Operations, please submit documentation showing that the
proposed swine facilities meet the requirements of the Swine Farm Siting Act including a
site map prepared by a Registered Land Surveyor. The scale of this map shall not exceed
1 inch = 400 feet. At a minimum, the site map shall show the distance from the proposed
houses and lagoons to occupied residences within 1500 feet, schools, hospitals churches,
outdoor recreational facilities, national parks, state parks, historic properties, or child care
centers within 2500 feet, property boundaries within 500 feet, water supply wells within
500 feet. The map shall also show the location of any property boundaries, and perennial
streams or rivers located within 75 feet of waste application areas.
Please note that all WUP revisions must be signed and dated by both the owner and the technical
specialist. Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in duplicate to my attention at the
address below. The information requested by this letter, must be submitted on or before January 2, 1999
or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200
and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit
is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
cc: Bryan Spell, Dogwood Farms Inc.
Fayetteville Regional Office, Water Quality
Permit File
S' erely,
S::
ue Homewood
Environmental Engineer
Non -Discharge Permitting Unit

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ou rai u4- ii rtt UrNtURN UL11VIMY IItl1IY MA NU. y1WJMUUb F, 02
Jame 12, 1998
Thomas M. Jackson
Dogwood Farms, LLC.
PO Box 49
Clinton, NC 28329
Dear Mr. Jackson:
Centura Bank, formerly UCB, did extend an offer to finance the expansion of Billy G_
Peterson's swine operation on December 17, 1996.
Our approval was subject to the permits required by the State of North Carolina and
integrator, Dogwood Farms, LLC_ Before we could close the loan, the moratorium came
into effect.
We are willing to keep our commitment on the same terms as soon as the necessary
permits and approvals are in hand.
Sincerely,
�ZIA�n�
William K. Scott
Senior Market Officer
c: Billy G. Peterson
300 Fayetteville Street
Clinton, North Carolina 28,328
910-596-4000
.F'ar 9.10-596-4005

1.
2.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit -
NeW or Expanding Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: Is _/ _� - cx
GENERAL INFORMATION:
1.1 Facility name:... )4 k sn2mf� /11- ",
1.2 Print Land Owner's name: L � . / I " �-, . i�, f ry- � . - I
1.3 Mailing address: 3L/ S
City: _ ��c�t�i/i State:
Telephone Number: ( y;L) ) 5u'7- 630 7
NC: Zip: 7 Y
1.4 County where farm is located:
1.5 Farm 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): Take Ae Zk Wept r oat ©je /-a
[_` _ a
TC(M ACIPf a % Ti- /G�%C J uen /��c��� W I te, Gct-e�- I Sfv'C W. Fcj"1 / L;Z M; /< o.1 ICF%_
1.6 Print Farm :Manager's name (if different from Land Owner):
1.7 Lessee's / nte_rator's nam (if applicable: please circle which type is listed): �� T 1. c c c� �Q�>►,� 1 n c .
OPERATION INFORMATION:
2.1 Facility No.(this will be assigned by DWQ):
(county number): (facility number).
2.2 Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed.
Type of Swine
0Wean to Feeder
Weeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
No. of Animals Tvi2e of Poultry No. of Animals
0 Layer
Y 0 Non -Laver
0 Turkey
Tvpe of Cattle No. of Animals
0 Dairy
0 Beef
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-N 2/5/98 Page 1 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): ; Required Acreage (as listed in the AWMP):
2.4 Number of Lagoons: _l' ; Total Capacity: 119-3 L 3 Cubic Feet (ft3); Required Capacity: (ft3)
Number of Storage Ponds: ; Total Capacity:
(ft3);
Required Capacityt (ft3)
2.5 Are subsurface drains present within 100' of any of the proposed application fields? YES or ® (please circle one)
2.6 are subsurface drains present in the vicinity or under the proposed lagoon(s)? YES o NO (please circle one)
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3.3 Three copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, it must be completed prior io submittal of a general permit application for
animal waste operations. The CAWMP must include the following components:
3.3.1 NRCS Site Evaluation Form NC-CPA-17 or equivalent.
3.3.2 A hazard classification of the proposed lagoons, if required.
3.3.3 Documentation showing that proposed swine facilities meet the requirements of the Swine Farm
Siting Act including a site map prepared by a Registered Land Surveyor. The scale of this map
shall not exceed 1 inch = 400 feet. At a minimum. the site map shall show the distance from the
proposed houses and lagoons to occupied residences within 1500 feet, schools, hospitals, churches,
outdoor recreational facilities, national parks, state parks. historic properties, or child care centers
within 2500 feet, property boundaries within 500 feet, water supply wells within 500 feet. The
map shall also show the location of any property boundaries, and perennial streams or rivers
located within 75 feet of waste application areas.
3.3.4 A wetlands determination.
3.3.5 A map showing the topography of the proposed facility location showing features that affect
facility design. the dimensions and elevations of any existing facilities, the fields used for waste
application. and areas where surface runoff is to be controlled.
3.3.6 The lagoon/storage facility design.
3.3.7 Proposed runoff control measures, if required.
3.3.8 Irrigation or other land application method design.
3.3.9 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.10 The soil series present on every waste disposal field.
3.3.11 The crops grown on every waste disposal field.
3.3.12 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.13 The PAN applied to every waste disposal field.
3.3.14 The waste application windows for every crop utilized in the WUP.
3.3.15 The required NRCS Standard specifications.
3.3.16 Emergency Action Plan.
3.3.17 Insect Control Checklist with options noted.
3.3.18 Odor Control Checklist with options noted.
3.3.19 Mortality Control Checklist with options noted.
3.3.20 Documentation proving this facility is exempt from the Moratoria on Construction or
Expansion of Swine Farms, if the application is for a swine facility.
If your CAWMP includes components not shown on this list, please include the additional
components with your submittal.
Applicants
Initials
A�--
FORit1: AWO-G-N 2/5/98 Page 2 of 5

4. Surface Water Classification. This form must be completed by the appropriate DWQ
regional office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which this animal waste management system will be constructed must be determined by the appropriate DWQ regional
office. Therefore, you are required, prior to submittal of the application package, to submit this form, with items
1 through 7 completed. to the appropriate Division of Water quality Regional Water Quality Supervisor (see page 5 of 5). At
a minimum, you must include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the
classification, reincorporate this completed page and the topographic map into the complete
application form and submit the application package.
4.1 Farm Name: Oc-k drw^c-4 3 —&
4.2 Name & complete address of engineering firm or technical specialist:
5,��:�. W�Su.lYii�a .Sir✓;mac L•,c. S`o3 L!-�dzi-r.�o,cl S"�. Cl,h>LoH /VC 2,6�3ZS'
Telephone number: ( y/ D ) — ;z 70 3
4.3 Name of closest downslope surface waters: 9- a -die
4.4 Countv(ies) where the animal waste management system and surface waters are located: Ca-np sa
4.5 Map name and date: SA�w-
7
4.6 NC Professional's Seal (If appropriate). Signature, and Date:
• 16415 •
7/-71�
TO: REGIONAL RATER QUALITY SUPERVISOR zl�lillll
Please pro: idc ..._ .. it:^. the classification of the t,_sh„d v.-here this animal a rite minf,gement fa,-ility will he or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters: -6 --�W�im�
Classification (as established by the Environmental Management Commission): G G �itl�sw�t�
Proposed classification. if applicable: NIA -
Signature of regional office personnel:
(All attachments must be signed)
Date: ! L y — y el
. 1_i . 19y
FORM: AWO-G-N 2/5/98 Page 3 of 5

5. APPLICANT'S CERTIFICATION:
I. &WIXG - e 4-is o -, (Land Owner's name listed in question 1.2), attest that
this application for Oa L TJ.a21cL Fw.n T— (Facility name listed in question
1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. 11
Signature
Date I - I Z-`Vch'
6. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question
1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COt".^L;✓TEC AFPLICA T iC N PACKAGE, INCLUDING ALL SUPPORT INFORMATION AND MA LRIALS.
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORNI: ANVO-G-N 2/5/98 Page 4 of 5

JUN-12-98 FRI 04:13 PM CENTURA CLINTON MAIN FAX NO. 9105964005 P.02
lime 12, 1998
Thomas M. Jackson
Dogwood Farms, LLC.
PO Box 49
Clinton, NC 28329
Dear Mr. Jackson:
Centura Bank, formerly UCB, did extend an offer to finance the expansion of Billy G_
Peterson's swine operation on December 17, 1996.
Our approval was subject to the permits required by the State of North Carolina and
integrator, Dogwood Farms, LLC. Before we could close the loan, the moratorium came
into effect.
We are willing to keep our commitment on the same terms as soon as the necessary
permits and approvals are in hand.
Sincerely,
&A�n�
William K. Scott
Senior Market Officer
c: Billy G. Peterson
A)0 Fayetteville. Street
Clinton, North Carolina 28.328
910-596-4000
FaT 910-596-4005

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Oak Branch Farm ( 3 - 6 )
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: Billy G. Peterson
(Please print)
Signature: ��i, /L,, i Date: /p
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)
Affiliation • Phra.eL
Phone No . oSwao� F�,,•v� �-�,�,�,
Address (Agency) :
Cl• - 40', , //c Z &3z f
Signature: -4Date: —y_-
Page: 13

z L
$� `"l�`-,//.•tea �': ,� it •I'^ `�r.� r��'.
4 ; � 1 tidy
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y:
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4 ".�S,xJy'r aid •..� �aj,YS�' � � _
IX;
13

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Billy G. Peterson
Oak Branch Farm 3-6
34 Old Wrench Sch. Rd
Godwin NC 28344
Dear Billy G. Peterson:
A 701WA
RECEIVED 44
/ ►Orin
APR 6 1999
FAYETTEVILLE NCDENR
REG. OFFICE
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 1, 1999
Subject: Certificate of Coverage No. AWS820724
Oak Branch Farm 3-6
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on September 22, 1998, we are forwarding this Certificate
of Coverage (COC) issued to Billy G. Peterson, 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 Oak Branch Farm 3-6, located in Sampson County, with an
animal capacity of no greater than 2880 Feeder to Finish 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. 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.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820724
Oak Branch Farm 3-6
Page 2
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 Sue Homewood at [phone] ext. 502.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Bryan Spell, Dogwood Farms
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

Oak Branch Farm
34 old Wrench School Rd.
Godwin, INC 2S344
Date, March 26,1999
Dear Mr. Hobbs:
Per the rules and regulations of the State of North Carolina specifically CS 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 persons) intending to build the operation
Billy G. Peterson
34 41d Wrench School Rd.
Godwin, NC 28344
2. Type of swine farm' Finishing (Feeder to Finish)
Design capacity 2990
3, Name and address of Technical Specialist preparing the `vaste manageTnent
plan:
Bryan C. Spell
22 Horse, pasture Rd.
Salenibur's, NC 28385
4, Physical Locatiors of Proposed Facility'
1596 Carrot's Store lid.
Autry-ville, NC 28318
Address of local Soil and Water Conservation District: 5y
,.r;`A:t? of � :,t•,,, � •'. _�.
Sampson CaUnty, 5WCD
84 County Complex Rd,
ItiC 28328
Clinton,
SAMPSCN C26
�, ` M ;� ct}:. Y 4~ •
MANAGER'SQFFICF• , c l
� ux,
Y- ...
01 'd £M1 IE 66-K-db14

d. other Information'.
This above mentioned rules and regulations provide that any adjoining
property owners or person owing property located across a public road or
street from the swine farm may submit -written comments to the Division o£
Water Quality,'Department of 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,
Billy G. Peterson
II 'd cO:9I I66-R-M

The undersigned, L_
(insert name (s) of owner(s)), owms the real prvpertr
VUL1321PAoF 794
3TAT OF NORM c.�2�t_sti.1
COLTN-f y OF f ----
bed = follows:
(insert deed referene or tax map parcel number) and hereby grazts petTissian to
(insert name of producer), its sueceSsors_ and
Si t locate oae or more swine house$ or lagoons that are comp4L'eII or a szr.itic farm
a distance of feet from the property boune
datY of the above-describepmpert;.v andlcr
a distance of feet from a residence located thereon_
This _ day of .� a I99
individual Ottner(s):
f ' l SEA 'k
/U vif5
(Print Name)
(print Dame)
Corporate O'mner'
Attest:
Secretary
(Affix Corporate Seal)
�i 'd *Sl i�� 66-R-M

Yo L 1321PAS, 79
STATE aF NOiZTH CAROLINA
CoUNTY or
a a Notary Public fo: said County and Stare. do
hereby certify c�� �rersonally appeared before me this day and
acknowledge the due execution of the fomgairt-a inSuvxrient
i SS my hand and notarial eal, thus �` (!ay of
IMO,
•`1`' `r" Nctarr P-tc
hz
]
Jr �
4ihu
, wil Expires-
34 -
STATE OFNORTH CAROLINA
COUNTY O � ='__"
a Nrow- Public =er said County and State. dQ
hcrt:by certi hac " rsonailc appe-.�r-,d before me this day and
acknowledge the due extcurian of the f0re90inr iaS==enL
SS my band and notari scai, this k- � day of
Nfltar; Public
Mv`Co"=5sion EspireS:
6i'd �0i i�d 66-9Z-�aW

96
lrorth YOL1321 p UE i
Semp.an County
The foregoing cezti£ycate CS) of
Notaryi i Public (are)
certified to be correct. This instrument was presented for re9xstrat10A
this day and hour and duly recorded In the Office -Of the Register of
t.P y N. C_ in BOOK
FAGE • This
Deeds in Sam son Count ,
6� day of % 299g at
Mae H. Troublefteld
Register of Deeds sY�

va 1,321PnUE791
5TATE OF NORTH CA Z OLNA
COUNTY
r 7 r
The undersigned,
(insert name (s) of owner(s)), owns a real property described ffoLiows:
(insert deed re eren a dlor tax map parcel number) anal hereby zr nts ue=ission to
(insertname of producer), Sty Successors. =,d
assigns, lacate one or more swine houses or la -goons Lha.c are cariporaeats of a s�L a faL=
a distance of feet from the property boundary of the above-desczbed property asa&or
a distance of - feet from a residence lacaced Thcrcon.
"Phis � day of
indhidual 04ti;serf s)
(Print 1 iao)
Ap.
(P - t Name)
Corporate OVt,ner,
By_
Its:
Attest:
Secretary
(Affix Corporate Scal)
91 'd 90:91 I �� 66-HAN

VQL 13 1 pjc�192
STATE OF NORM CA,ROLINA
COUNTY O
Cz �c crc L�c� Notary Public for said Co=V! and State, da
hereby certify at - �"" ._Lr1 •` e:5o ally a;rpeared before rue this day and
aeiaowledge the due execution of the foregoing iascnsmeuz
TNESS my hand and notarial seat, thus day of
I99`�r
Notary Public
n� a
My'Commissioa Expires:
STATE OF NORTH CAROLINA
COUNTY OF
1, • a �-'otary Public for said County and State, do
hereby certify that personail; ar;pear d before me this day anal
acknowledge the due execution of the foregoing instr =L
WITNESS my h=d and notarial seal, this day of
1994.
Notary Fublic
N, OTARIAL SEAL]
'my Commission Expires:
91'd 90:91IE 66—KAVW

i
i
o=-+-h Caol�a
ampson, County
voJ321g0[793
Th� foregoing ce_tifi.cate (�) of 1p tin
f� � r nn ,f i 5 U►n
Notary=c is ( )
:ertifled Go be correct- This instrument. was presented for Te �.S tratign
;gig d�3r at1d hour and duly recorder in the office of the Register of
lo� PAGE� 2'tiia s
)ends r. BOOT, in S�mpson County, N. C.
of KG�—T�
-Py. b i�Vl.% ,-.'J ' I T D Z. Li T
teg�. .stCr of Deeds
I
1. 'd 90;5i IH 66-9Z-8vW

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit -
New or Expanding Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being AcVE"ft complete.
Application Date: —/ 3 - X WATER QUAUtI(SECTION
1. GENERAL INFORI7ATIOti:
fP 2 21998
1.1 Facility name: Non -Discharge Pemtitting
1.2 Print Land Owner's name:
1.3 Mailing address:/ u/- /✓t ,� C�,�, /�(
City: 0-odlyi/1 State: I & Zip: Z 3'36!y
Telephone Number: ( ! jio ) S c; 7 - 6- 30 7
1.4 County where farm is located: Say,.,
1.5 Farm 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): Take rLv Zy 6Je r o c. t cr ,4
Tcc n /rL a-, SF_' /0 - lurn r;04- /"i1 -c
1.6 Print Farm Manager's name (if different from Land Owner): r
1.7 Lessee's / ntegrator's nam (if applicable; please circle which type is listed): ��,v LvGC ',J !-czr
2. OPERATION Iti FORMATION: 2.1 Facility No.(this will be assigned by DVVQ): (county number). _X_ facility number).
2.2 Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Tvpe of Cattle No. of Animals
0Wean to Feeder 0 Laver 0 Dairy
/
4'Feeder to Finish ' Y 0 Non -Laver 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-N 2/5/98 Page 1 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): ; Required Acreage (as listed in the AWMP):
2.4 Number of Lagoons: _� ; Total Capacity: ' 3 3 t 3 Cubic Feet (ft3); Required Capacity: T61 4617 (ft3)
Number of Storage Ponds: ; Total Capacity:
(ft3);
2.5 Are subsurface drains present within 100' of any of the proposed application fields.
2.6 are subsurface drains present in the vicinity or under the proposed lagoon(s)?
Required Capacity: (ft3)
YES or ® (please circle one)
YES of(s) (please circle one)
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants
Initials
3.1 One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3.3 Three copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP. it must be completed prior io submittal of a general permit application for
animal waste operations. The CAWMP must include the following components:
3.3.1 MRCS Site Evaluation Form NC-CPA-17 or equivalent.
3.3.2 A hazard classification of the proposed lagoons, if required.
3.3.3 Documentation showing that proposed swine facilities meet the requirements of the Swine Farm
Siting Act including a site map prepared by a Registered Land Surveyor. The scale of this map
shall not exceed 1 inch = 400 feet. At a minimum. the site map shall show the distance from the
proposed houses and lagoons to occupied residences within 1500 feet. schools, hospitals. churches,
outdoor recreational facilities, national parks, state parks. historic properties, or child care centers
within 2500 feet, property boundaries within 500 feet. water supply wells within 500 feet. The
map shall also show the location of any property boundaries, and perennial streams or rivers
located within 75 feet of waste application areas.
3.3.4 A wetlands determination.
3.3.5 A map showing the topography of the proposed facility location showing features that affect
facility design. the dimensions and elevations of any existing facilities, the fields uRE OEK kkE D
application. and areas where surface runoff is to be controlled. WATER OUALITY SECTION
3.3.6 The lagoon/storage facility design.
3.3.7 Proposed runoff control measures, if required. SEP % 7 1996
3.3.8 Irrigation or other land application method design.
3.3.9 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility. Nw-Discharge Penning
3.3.10 The soil series present on every waste disposal field.
3.3.11 The crops grown on every waste disposal field.
3.3.12 The Realistic Yield Expectation (RYE) for every crop shown in the "A'UP.
3.3.13 The PAN applied to every waste disposal field.
3.3.14 The waste application windows for every crop utilized in the WUP.
3.3.15 The required NRCS Standard specifications.
3.3.16 Emergency Action Plan.
3.3.17 Insect Control Checklist with options noted.
3.3.18 Odor Control Checklist with options noted.
3.3.19 Mortality Control Checklist with options noted.
3.3.20 Documentation proving this facility is exempt from the Moratoria on Construction or
Expansion of Swine Farms, if the application is for a swine facility.
If your CAWMP includes components not shown on this list, please include the additional
components with your submittal.
FOR1I: AWO-G-N. 2/5/98 Page 2 of 5

RECEIVED
WATER (QUALITY SECTION
SEP 2 ? 1998
4. Surface Water Classification. This form must be completed byrg?hee appplopriate DWQ
regional office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which this animal waste management system will be constructed must be determined by the appropriate DWQ regional
office. Therefore, you are required, prior to submittal of the application package, to submit this form, with items
1 through 7 completed, to the appropriate Division of Water quality Regional Water Quality Supervisor (see page 5 of 5). At
a minimum, you must include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the
classification, reincorporate this completed page and the topographic map into the complete
application form and submit the application package.
4.1 Farm Name: bc,_k dre,.^ 3 —fo
4.2 Name & complete address of engineering firm or technical specialist: /l° . Ccz$ dc.,
Sw ti vK Sa lWKa Se ✓; �r -r:.<_ 5'r 3 0,.dzr-w,d S-F-. NC 2-6�3Z9
Y
Telephone number: ( y/y ) .Sje9 — ;?, 70 3
4.3 Name of closest downslope surface waters: 9-.g -Sw a ti,
4.4 Counn(ies) where the animal waste management system and surface waters are located:
4.5 Map name and date: 117
•
4.6 NC Professional's Seal (If appropriate), Signature. and Date:
SEAL
16415 -
• '�•.��: P
9FQ0FN `,�i``��� 71-71%
TO: REGIONAL WATER QUALITY SUPERVISOR ' �uaa
Ple�--e providc:..._ .,it^ the classification of the wher_ this animal wane man:�semenr facility «•ill he or has been
constructed or field located. as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission): Ck> fr �it,'•w�D
Proposed classification. if applicable: s NZk
Signature of regional office personnel:
(All attachments must be signed)
Date: /' f — y r
FORM: AWO-G-N 2/5/98 Page 3 of 5

5. APPLICANT'S CERTIFICATION:
I. 'f ( 6. Pete, -son (Land Owner's name listed in question 1.2), attest that
this application for Da 4- &m.,e,4 F»..., C T— . (Facility name listed in question
1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature Date
6. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question
1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE CCM,PL TED APPLICA T iC:v PACKAGE, INCLUDING ALL SUPPORTING iNrOR viATIOt AND %lA 1 Lnl ALJ,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
44
aI�J�
� �fiffi�91d1t
FORM: AWO-G-N 2/5/98 Page 4 of 5