820308_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Out
_II

o f W A rFR Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
- C m61 North Carolina Department of Environment and Natural Resources
� Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 KtULIVED
Ernest Odum
0CT 15 2004
Odum II DENR - FAYETTEt+ILLE REGI ONAL OR�CE
4740 Roseboro Highway
Clinton NC 28328
Subject: Certificate of Coverage No. AWS820308
Odum II
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Ernest Odum:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-29).
In accordance with your application received on March 4, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Ernest
Odum, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000- The issuance of this COC
supercedes and terminates your previous COC Number AWS820308 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Odum II, located in Sampson County, with an animal capacity of no greater than
an annual average of 2425 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 unneccessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts
for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. 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. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keepin
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
Nne
orthCarolina
Naturally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS 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.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A 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 staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
VZ - -
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820308
APS Central Files

FACILITY NO:
FARM NAME:
82-308
Odum Farming H
North Carolina Cooperative Extension Service
Sampson County Center
369 Rowan Road
Clinton, NC 28328
[phone]
[phone] (fax)
SUBJECT: Waste Utilization Plan Amendment
Based on Wettable Acre Revision
of 12/23/04
TECH. SPEC.: Danny Bailey
Please find the following:
1. Revised WUP
2. New wettable acre map 12/23/04
3. New application timing
4. Table 2 - traveling Irr. gun settings with field codes
a - / 2 - 6�
Date
Owner Signature
Date
Tech. Spec. ature
WERT-0
FEB 18 2005
DENR-FAYEnEIILLEREGIONAL OFFICE
North Caroiina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of
race, color, creed, national origin, religion, sex, age, or disability. in addition, the two Universities welcome all persons without regard to sexual orienta-
tion_ North Carolina State University, North Carolina A&T State Wversity, U.S. Department of Agriculture, and local governments cooperating.

0
'1'11M 1: ACRES OWNED UY PRODUCER
Le414D C/sT $�cAQIi7C ].
�(VOT
FIELD
;;OIL TYPE G CLASS—
UETER111HING PHASE
CRUD
CODE
R
Y I I;LU
L1S5 I
CL)M!'V Fk
1 m
Aw Id
PER
ACMES
�W
PER IBC
AC
USED
TIME
7s�k
.73
P.22 Z. 3. 38 38Z
P-223 .3. yo
jr* 10 l l ., 4
22It 44 So SD
J/4/i
3 id 3
/y -- - -_elf
AFAC
)02
lit
C G IPA/ 7.3 /J✓5. f+SICd�
av h'e,q 7- 9 6, /ds Joeoz
cc,r' o�o r Alo A%•3 L 7PLr J
i6 /bs./.�c.r�
4/ 1�s. fACcr -
S
<S DG % ��yi�E�rS Tow Of c'200" t3
3.30 7sr
f ,vim xT �,fJc

02.
cUMi'I Ii
FER nclll:S nW
nc USED
TIME
7" 3 _ 1-sJa 3 N y��... ] 330 373
733
'1'nULU 1: ACRES OW14EI] I)y I11ZODUM
L c'AJED
T
1�IELll
:;U1L '1'YI'[; 1, CLASS—
CIZOI'
Y1m
bus
UE TIU111d11AG PHASE
CODE
AW N
PER AC
�p j
Air
/�
.73
9
1'U1nLI .a 592
ivy Ted 6 FN �r .✓ r RAlEij Ss�B
�.7A/Armor /�

` ^ Z).vW-1-.!!�--
/vl
(.AOD) Ul' l.'llttl!ll� l;l�.
x K
Lcr,,E�
_
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1 44'
�•i,._:'1' l J.liia1J L;Ulb TYPE
DFIT1:12J.1ill JAIG 1'11h"I'
C Ul)
1ti1J it
IlEk hC
lJ.;i;IJ
'[' 11•i C
Csaoc
S�M. 71'i
-
3. 36
� 3
iD 357
3.s� �f67
5 VRL� E- S P y 6 7-> v. 4a1 C C .ea�W,:-o

I( a i
r
x K
If ff��
3 LLB
L UIL, '1']'!'L: It L�1�.; ;—
ltt3k'
i ] 1;LL)
IIll;;
CUlili ll
1 1.,
UL'f'Lltr•�I3l1.ldG k'llh�L
Ct?UL
l,l�I kd
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lic
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i�
7-'- 3
LJ� c�3
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g c3�.
7 L
3.3 0
_ 2- v
37
I
y,37
979

4nimal «Vaste .".pplication N indowts`
For Common Crops Whicb Receive Animal V'asze
Thtst7 appli c?nc)n windows ]n_!L'6t 30 _PriG7 -Lc, pianiSP_' .'anif rtLnu-, o .=i�"il!]�c'���.=.
End A) dav= UE-TdfE harvest.- `
Bermudau�ass Begin March 1st Laid SPpien-ibc 0'c'
Small Grain begin 0Cictber 15' End March. ; 5!
D,,rcrsttded in Bic=udagrass
Corn
Comn
Cucumbnars — Disci consumption
— FOT RrDctssing
(? seasons)
NAM Srr;ali Grain
P tanms
Sorghum/
Sudan Grass Hay-
Soybeans
Tobacco — Flue Cured
—Bud ev
Pscut2
Bt-gin Fcbrua.ry 1 5,"`
Ens? _lunt 30"'
Begin March 15A
End August Is'
Begin March 1" (I DO °ii
ar pianLng)
Begin April I"
End May 31 s'
Begin July I"
End Augus! 315
Begin Seuielnber I"
End March 315'
Begin April I"
End Sepieribe: 30"'
Begin March 15tr'
End August 31s'
Begin April I' End Sexembe, 1 sth
Begin March 13`r End June 30`''
Begin Mav 15"' End Augus= 1 : th
r;,.�ojr A u2us—, 151 End Just' ; Ill
�'-s SnDun re(�r-s rt! s al::r.•ij: iimiu- P;umin_-'ancf han•c-sting 3, r mj a=on in was and Irosr, ,cnr t: cep,- ,.ctu�' vnluc�5 shall
:il ip� -ifit amdirinnc sad ill 110 gas•_ tilluu mnrc Amn ci[Fe•_r n & . !_s� lb;n-
6^_�t�1'`;or liroC =Pa l
}.!nut•, AS - AMR is apph _got: i;u: ing June am sk ' ❑C: A e,= it i3e aso arse Manua':..
F'icdm M 1 Co:O i Ptah . kno !Q a7j?il=bon We tun: me 45 L__ and! r emhg s"c: _ wi;rwo.
11'„ 000

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make. Model and Type of Equipment: 3" Trave0ers
Travel Application TRAVEL LANE 1Retted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc,
Pull No. (fthnin) (in/hr.) Width(ft.) Lenoth(ft) (feet) (Inches) at Gun(usi) at reel(osi) Pattern Comments - Acres nPr mill
1
3.95
0.56 150 475
300
1.18
50
95 220
2.07
2
3.29
0.41 220 506
300
1.18
50
95 330
3.38
3
3.29
0.41 220 610
300
1.18
50
95 330
3.90
4
3.29
0.41 227 699
300
1.1B
50
95 330
4.50
,2J5) 5
3,95
0.56 194 1 568
300 11.18
50
95 220
3.10
P.21(,} 6
3.29
0.41 200 598
300
1.18
50
95 330
3.65
'Ps 17 } 7
3.29
0.41 217 515
300
1.1 B
50
95 330
3.22
E P2 3 i) 10
329
0.41 200 487
300
1A8
50
95 330
3.32
fag }11
3.95
0.56 160 675
300
1.18
50
95 220
3.13
!o9)12
3.29
0.41 200 721
300
1 1.18
50
95 330
4.21
P13L �13
3.29
0.41 200 755
300
1.18
50
95 330
4.37
P ?Y)14
3.29
0.41 200 815
300
1.18
50
95 330
4.64
723415
3.95
0.56 1 155 815
300
1.18
50
95 220
3.60
fv7 7
3.29
0.41 217 401
300
1.18
50
95 330
2.49
111 } 18
3.95
0.56 175 295
300
1.18
50
95 220
1.68
19
3.29
0.41 217 300
300
1.18
50
95 330
1.98
i!o 6 )20
3.29
0.41 205 1 627
J 300
1.18
50
95 330
3.32
rp)O- 21
3.95
0.56 120 465
300
1.18
50
95 220
1.94
! r.x ) 22
3.95
0.56 170 495
300
1.18
50
95 220
2.83
P7 3 23
3.29
0.41 230 322
300
1.18
50
95 330
2.60
3.29
0.41 232 382
300
1.18
50
95 330
2.69
,11024
p/� r 25
6.58
0.68 117 179
300
1.18
50
95 180
0.93
p 1� 26
3.29
0.41 227 460
300
1.18
50
95 330
3.26
173 27
3.29
0.41 227 587
300
1.18
50
95 330
3.92
Pa31)28
3.95
0.56 170 225
300
1.18
50
95 220
1.42
-P2�3 29
3.29
0,41 217 495
300
1.18
50
95 330
3.30

r
Aya
RCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G_ Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
May 16, 2005
Ashley Odum
Odum I and 11
4740 Roseboro Highway
Clinton, NC 28328
Dear Mr. Odum,
Enclosed is a current copy of the Certificate of Coverage and a General permit for Odum I, facility # 82-
261. Also enclosed is a current copy of the Certificate of Coverage and the lagoon design for Odum 11,
facility # 82-308. The Division of Water Quality asks that you please review the permit and place these
copies of the permit, Certificate of Coverages, and lagoon design with the farm records. If you have any
questions please call me at 910-486-1541 ext. 730.
Thank you
y-
Mark Brantley
Environmental Specialist
225 Green Street — Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] FAX: [phone] Intemet: ww.enr.state.nc.us/ENR/
An Equal Opportunity / Affirmative Action Employer — 50'In Recycled 1 10 °4. Post Consumer Paper
NorthCarolina
NatunglIff

Michael F. Easley, Governor
William G. Ross Jr., Secretary '
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Ernest Odum
Odum II
4740 Roseboro Highway
Clinton NC 28328
Subject: Certificate of Coverage No. AWS820308
Odum II
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Ernest Odum:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on March 4, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Ernest
Odum, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS820308 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Odum H, located in Sampson County, with an animal capacity of no greater than
an annual average of 2425 Feeder to Finish swine and the application to land as specified in the facility's
Certified Animal Waste Management Plan (CAW"). 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 October 1, 2004. 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.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property. h
11 IM
Non -Discharge Permitting Unit Internet httpJ/h2o.enr_state.nc.us/ndpu
1617 Mail Service center, Raleigh. NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

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 NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A 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 staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
id�l!-
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820308
NDPU Files

- Rs
Amount of Waste Produced Per Year allons tons etc
3600 animals X 1.99 (tons) wastelanimallyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3600 animals X 2.3 lbs. PANlanimallyear =
Guide Std. 633)
added 4o,- F4, f (4
6,840.0 (amt.) wastetyear. o
8,280.0 lbs. PAN/year. (PAN from N.C. Tech.�aS'
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table t: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVDe Per Acre Utilized ADDlication
REQUIRED
LAND
T11407
3
NoA/B
Bermudardz
260
30.42
7909
March - Sept.
T11407
3
NoAB
Small Grain
50
30.42
1521
Sept. - April
OPTIONAL
LAND &
CROPS
T11407
1,2,3
NoAB
Corn
138
22.02
March - Jul
T11407
1,2,3
NoA113
Soybeans
120
22.02
June - August
T11407
1,2,3
NoA/B
Wheat
144
22.02
Sept - of
Total i 410,-U i 9,430.00 i
`This N is from animal waste only. If nutrients from other sources such as commercial
fer61'izer are applied, they must be accounted for. N must be based on realistic yield
expectation. -
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

t.
Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
rxe- all"2 -1�2.
Make, and Type of Equipment: Lang 4" traveller wl Neilson 200 gul.
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
HvHrnnt Nn fft/minl fin/hr 1 Wirlthfft 1 I Annthlftl lfeetl flnnhesl at Gunfnsil at reelfnsil Pattern Comments - Acres ner null
F1. H1
2.48
0.45
256
792
320
1.26
50
80
300
4.65
F2, H2
2,48
0.45
238
742
320
1.26
50
80
300
4.05
F2,H3
2.48
0.45
220
736
320
1.26
50
80
300
3.72
F2,H4
2.48
0.45
230
686
320
1.26
50
80
300
3.62
F3,H5
2.98
0.62
200
816
320
1.26
50
80
220
3.75
F3,H6
2.98
0.62
200
956
320
1.26
50
e0
220
4.39
F3,117
2.48
0.45
220
536
320
1.26
50
80
300
2.71
F3,H8
2.48
0.45
220
536
320
1.26
50
80
300
2.71
F3,H9
2,48
0.45
220
536
320
1.26
50
80
300
2.71
F3,H10 '
4.96
0.75
110
352
320
1.26
50
80
180
0.89
F3,H11
2.98
0.62
130
366
320
1.26
50
80
220
1.09
F3,H12
2.98
0.62
150
796
320
1.26
50
80
220
2.74
F3,H13
2.48
0.45
220
872
320
1.26
50
80
300
4.40
F3,H14
2.48
0.45
238
922
1 320
1.26
50
80
300
5.04
F4, H15
2.48
0.45
238
452
320
1.26
50
80
300
2.47 .
F4,H16
2.48
0.45
220
482
320
1.26
50
80
300
2.43
F4,H17
7444
0.75
110
452
320
1.26
50
80
180
1.14
TOTAL
ACREAGE =
52.51

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ram``'' r ! .. �' r' r .r + yy •4.•j,y�.'': i+:•' +,r f.' ; :i"r''c Si 1 r+f �- -
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Landowner/Operator Name,
Address:
Telephone:
TABLE 1 - Field Specifica
IRRIGATION SYSTEM DESIGN PARAMETERS
.-4 G
County: ]?f
Date:
7e n)cc�j S�ecfdli s'#' •
Field
Number'
Approximate
Maximum
Useable slze
or Field'
jacresl
Snil Type
slope
VA
Crop($)
Maximum
Application
Hate+
(initn)
Maximum
Application
per Irrigation
Cycles
finches))
Comments
__
Q— ad
eav��
0
r
_ 1J
&� • "Taje,�Tl�
•Gk b w
#O
-I
e...._e
_
rz eA.&J1O-
12-
IJ�
Ya �� S;001. 7. 0'.0
'Peon ve*I �+ply._
O
G-
P
'Table to be completed in its entirely by rind Orficp personnel and forwarded to the irrigation system designer.
'Sep attached niap provided by the Field Office for field location(s),
'Total field acreage mirms re(luirpti buffer areas.
'Refer to N. C. litigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed [tie agronomic rates for Ilm soil and crop used.
Inirralion f ararnerers USDA•NRCS
ortutrer 1995 page-1 • Noilli Carolina
i' w
•'rr

IRRIGATION SYSTEM DESIGN PARAMETERS
LandownerlOperalor Name:
Address:
Telephone:
TABLE I - Field Specifications s
'a ��e<
s
County:
Date:
Field
Number'
Approximale
Maxiruurrr
Useable Size
of Field'
(acres)
Soil Type
Slope
t•/.j
crop(s)
Mixlmlrm
Application
Rate+
(inllrr)
Maximnrn
Applicallun
per Irrigation
cycles
jlnches)
.ti
Cumrnents
Ivy-
.:7
a
'Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation systern designer.
'Sep, attached Wrap provided by the Field Office for field localion(s).
3Tolal field acreage inimis required buffer areas,
'Refer to N. C. hligalinii Guide, Field.Office Teclmical Guide, Section II G. Annual application must riot exceed the agronomic rates for the soil and crop used,
llrigallmi Parameters USt7A.NnCS
October 1995 page-1 Nurl4 Carulirra
it

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: _ _ 0 7,c, ki, Facility Number:
CR V6r.r s- a D K rrr-
Manager or Producer 45; f1G E--�„� u �- Phone # ff/o G z 3k
Technical Specialist: —.1),7 ��f / Phone # 2-
Facility Contact:
Alf Of L C r
o b L. +`
Phone # (f/ 5-'y z- G Z 3 y
Mailing Address:
`_ ? `_ a
Was farm sited for animals prior to 10/1/95<5Y_ -'No
If No, date farm sited for animals:
Irrigation` System Tune
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
Stationary gun with permanent pipe
Stationary gun with portable pipe
Center -pivot system
Linear -move system
'Hose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form U?R-2.
To the best of my knowledge, this worksheet(s) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
_L_Z__'� Ck— - . / 16 / <�70
Signature (Manager or Producer) Date

CAVVMP HARD -HOSE TRAVELER FIELD DATA SHEET *
1. Make and model number �f^W,PAS
2. Hose length and hose inside diameter (ID)_ 16, 5 _
3. Gun make and model number A4 Ac, So
4. Gun nozzle size / Z G inch, __ring orifice, taper bore orifice.
(May need to measure nozzle diameter. --
5. Hydrant spacing i feet. Indicate whether —uniform, random.
Number of exterior hydrants Number of interior hydrants
6. Operating pressure at hose reel _ psi.
observed at working gauge, provided by owner.
7. Gun wetted diameter 2 Fr- S' feet.
measured, based on gun chart.
8. Gun pressure 5 o psi.
Observed at working gauge, based on calculations (show calculations),
determined from gun charts.
* * 9. Supply line size inch (from pump to last hydrant).
** 10. Supply line length feet (maximum pumping distance).
** 11. Supply line type PVC, aluminum.
** 12. Pump make and model number
* * 13. Pump capacity, gpm.
** 14. Engine make and model number , or
* * 15. Electric motor horsepower and rpm hp rpm
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for
each pull through a field. Show the location of the supply line. Irrigated acres will be
determined by travel lane
** Optional data, furnish where possible.
*** Information furnished by
ZL.'� t
and/
Signature of Owner or Facility Representative Sign of Technical Sp list
Printed Name of Owner or Facility Representative
Date_ Z
Printed name of Technical Specialist
Date /o — /" — r C.
*** Only the person or persons collecting the data should sign the data sheet.
Y

Mo
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'. .�• #ham y � � F #
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TWO
sate
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ZW
3 Own
a '.4 i l f'. �i, v
i
list,� a ��
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ws`•+I ��M C+i S��AT 'sS��� '4'RCi'

0
F
s
S,
.y

• CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) 2 " 3 v ,:V _ Field Number (Identification)
2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
- Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/j a,w
Hard -Hose Traveler
Center Pivot
Linear -move System
# Interior sprinklers
# Exterior sprinklers
/
# Interior Lanes
# Exterior Lanes
5. Wetted Diameter 1281 � � [feet] From field data sheet G / a " Length of pull [feet]
G. Spacing o2/ Lateral / Hydrant Spacing [feet] % [as percentage of wetted diameter)
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter)
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
.4L/ (a) Acres start end of pull from Table � r Column a
.2.,?v (b) Acres middle portion of pull
(Pull Length Li o [feet] X Wetted Width Za.a [feet])/ 43,560
(c) Acres stop end of pull from Table Column
3•L� Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
3. z Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: _ ��� <Rf •' h-� Date:

~ CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) 64" z ' 3 n d? Field Number (Identification) !` i
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/G„K Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
5. Wetted Diameter tea' �� [feet] From field data sheet 7 yo Length of pull [feet]
6. Spacing Lateral / Hydrant Spacing [feet] 9 3' (as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout I Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
31 � (a) Acres start end of pull from Table 4 �: 2r' Column 3
Y. ?55 (b) Acres middle portion of pull
(Pull Length Ifo [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
zl.2- i / Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
2-1, Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: '7,),4, % Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
i . Farm Number (Identification) ? 2- 3 0 cP Field Number (Identification) / 3
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of irrigation System Stationary Sprinkler/6- ,e Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes I # Interior Lanes # Exterior Lanes
5. Wetted Diameter ;L' [feet] From field data sheet P J_v Length of pull [feet]
6. Spacing ?! ? _ Lateral / Hydrant Spacing [feet] __9 Y__ . [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single LateraUHydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(z-)r(a) Acres start end of pull from Table &-r- 7)'Column 13
> >� (b) Acres middle portion of pull
(Pull LengthEg-' [feet] X Wetted Width z» [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull'X # Sprinklers or Pulls = Acres
$4 Pz, Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: 7,>,-e Zn4 Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSUEET
1. •Farm Number (Identification) ? L — 3 OF Field Number (Identification)
2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
— Existing Irrigation System
New I Expanded Irrigation System
Stationary Sprinkler/6., ----__ Hard -Hose Traveler
Center Pivot Linear -move System
# Interior sprinklers # Exterior sprinklers
# Interior Lanes z # Exterior Lanes
5. Wetted Diameter 2 S-' [feet] From field data sheet Length of pull [feet]
6. Spacing _2_z_)"-- Lateral / Hydrant Spacing [feet] �)` [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout r— Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
S. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colurnn based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Colulml
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
Gbr (a) Acres start end of pull from Tablets 93— Column 13
.tive (b) Acres middle portion of pull
(Pull Length,?,$ }[feet] X Wetted Widtlil3e [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
5 aix_ Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: s?,- 13-f _ / Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. -Farm Number (Identification)
2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
_ 9 2— 3 o 9 Field Number (Identification)
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/,5�.N Hard -Hose Traveler
Center Pivot Linear -move System
# interior sprinklers # Exterior sprinklers
# Interior Lanes # Exterior Lanes
5. Wetted Diameter [feet] From field data sheet 7 7 Length of pull [feet]
6. Spacing .21;L Lateral I Hydrant Spacing [feet] 7 ? [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
. 64 (a) Acres start end of pull from TablezF 9 f— Column __
f -yY 7 (b) Acres middle portion of pull
(Pull Length77 i [feet] X Wetted Width .2 ro [feet] )/ 43,560
(c) Acres stop end of pull from Table Column
SS 2,7 Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull 'X # Sprinklers or Pulls = Acres
2 7 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: __�,¢,� i`�,,. '�T Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) 8 Z Field Number (Identification)
2. Irrigation System Designation ' Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/GwK _ Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers 9 Interior sprinklers #! Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
5. Wetted Diameter .21 If From field data sheet 77o Length of pull [feet]
6. Spacing 2 / f— Lateral / Hydrant Spacing [feet] 2 j [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout -' Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colurrui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
a i (a) Acres start end of pull from Table tZ ?i— Column
.7.ev(b) Acres middle portion of pull
(Pull Length 9?o [feet] X Wetted Widthz,,)� [feet]) / 43,560
(c) Acres stop end of pull from Table Column
a )"Total acres for Interior pull (Suns: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet))/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
Y. in) —Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: 7, Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. .Farm Number (Identification) 2 909 Field Number (Identification) �a7
2. Irrigation System Designation _Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/G.,, Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes / # Exterior Lanes
5. Wetted Diameter [feet] From field data sheet So Length of pull [feet]
6. Spacing 21.j'— Lateral / Hydrant Spacing [feet] 7j� [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
S. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprink]er/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]} 143,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
x , , s—/ (a) Acres start end of pull from Tableet:E-2T Column 23
L (b) Acres middle portion of pull
(Pull Length�a [feet] X Wetted Width, 7 [feet])/ 43,560
(c) Acres stop end of pull from Table Column
,?. /23 Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
3./2- 1 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: r7,a./ i3.f. ' Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. .Farm Number (Identification) 8 z - 3 a S Field Number (Identification) tloae
2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/G,,,r Hard -Hose Traveler
Center Pivot Linear -move System
# Interior sprinklers # Exterior sprinklers
# Interior Lanes �� # Exterior Lanes
5. Wetted Diameter Z 1' J, [feet] From field data sheet Z So Length of pull [feet]
6. Spacing i Lateral / Hydrant Spacing [feet] 7 �� [as percentage of wetted diameter)
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout ----�Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
3 Y _ . 3'1 (a) Acres start end of pull from Table Ff -7j`Column 3
/.ov V (b) Acres middle portion of pull
(Pull Length 2 5-0 [feet] X Wetted Width / 9) [feet])/ 43,560
(c) Acres stop end of pull from Table Column
/ 3 VY Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull -X # Sprinklers or Pulls = Acres
Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Z)A--- Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. .Farm Number (Identification) g Z - .7o p Field Number (Identification) 1,117
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/15„w _Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes �� # Interior Lanes # Exterior Lanes
5. Wetted Diameter 18'y� [feet] From field data sheet z Length of pull [feet]
b. Spacing Z 1 1 Lateral / Hydrant Spacing [feet] 7 �� [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet) [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout —Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
. G2-)'_ (a) Acres start end of pull from Table 4SE0 �r— Column 13
�? (b) Acres middle portion of pull
{Pull Length z�'tfeet] X Wetted Width zi [feet]) / 43,560
(c) Acres stop end of pull from Table Column
.2. 92, 2-Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
,?. 72-2- Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: i o,. Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Dumber (Identification) '? z — 3 OP Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/,�4N .__�Hard-Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes / # Exterior Lanes
5, Wetted Diameter ? ,t[feet] From field data sheet 7z %' Length of pull [feet]
6. Spacing � Lateral / Hydrant Spacing [feet]
Sprinkler spacing along lateral [feet]
7. Sprinkler or Hydrant Layout
Single Lateral/Hydrant
[as percentage of wetted diameter]
[as percentage of wetted diameter]
Multiple Laterals/Hydrants
Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column, based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
r . 3 Y- (a) Acres start end of pull from Tabl e- 9 r Column 3
'� .6 ' 351.14 a (b) Acres middle portion of pull
{Pull Length 7z [feet] X Wetted Widths 5 [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Sr_ Total acres for Exterior pull (Sum: a + b + c.)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Z),2.- 3.f - %� - Date:

North Carolina Cooperative Extension Service
College of Agricatta, and lice Sciences
Sampson Cannty Center
369 Rowan Road
Clinton, NC 2832E
[phone]
[phone] (fax)
Farm Name: Odum II
Farm Owner: Ernest Odum
Facility No: 82-308
Subject: Wettable Acre Determination and WUP Revision
Technical Specialist: Danny Bailey
A wettable acre determination indicates that additional acres are needed for this
facility.
Additional acres from facility 82-122 are being added to the above facility (82-
308) in order to increase the acreage necessary for the WUP. The land being
added is shown as optional land on the WUP for facility No. 82-122. A wettable
acre determination was made on facility No. 82-122 by Kraig Westerbeek.
Please see the attached sheet which shows the added acreage highlighted under
Field No. and Hydrant No. Also attached is the wettable acre determination on
the leased land associated with facility 82-308.
The crops included in the WUP are corn, wheat and soybeans. The Nitrogen
rate for the com has been reduced by 20 lbs. per acre due to residual Nitrogen
carryover following soybeans. The soybean yield has been reduced by 7 bushels
per acre due to double cropping. The Nitrogen rate for the wheat is shown split
due to wheat being planted in one year and harvested in the next year. A rate of
40 pounds of PAN/Aare is shown in the fall with the balance being applied in the
late winter/early spring of the next year.
The WUP shows two years of the rotation for Nitrogen calculations on a Jan. -
Dec. basis.
Owner zgnature
ZO- �(p- 6
Date
Tech ical Specialis
Date
Employment and program opportunities are offered to all people regardless of race, color, national origin, sex, age, or disability.
North Carolina State University. North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating.

at
Jeans
(winter Annual)
(Summer Annual)
ton
s
r it x.::.- - .. -'tit f. _
`North Carolina Cooperative Extension Service
U r rG
College of Agricul<me wad Lila Sciences
Application Timing
.S. (Overseed - smallgrain)
30
days
preplant -
Tassel
30
days
preplant -
Boot
30
days
preplant -
Bloom
30
days
preplant -
April
30
days
preplant -
September
30
days
preplant -
By Squaring
Mid -March - Sept.
October
- Mid -March
a
Employment and program opportunities are offered to all people regardless of race, color, national origin, sex, age, or disability.
North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating.
- f
i

TA13LE'.:1. ACRES ;�,;NED Y PRODUCER
-
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SOIL TYPE & CLA5S—
CROPYILLI] LESS Comm is
#'it
ACRES AW
DETERMINING PHASE
CONE AW N PER
USED
PER AC AC
TIME
.2.7 I
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TABLE I: ACIIE7Qi�1'
UY PRODUCER
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8 Z
�i11C1� FIELD
;.;OIL TYPE b CLASS-
cii°P YIELD LEf5 COMM
N PER
tJ
ACRES AW
DETERMINING PHASE
CODE:
AW
PER AC AC
USED
A"PLIC.
TIME
7 i o-1
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'% r 844
-
Cos r�
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7 P

r .,•v ..., �..U.4 ,III'LvO 1
- 'TABLE 1: ACRES OWNEDQDY • PRODUCEII
;•ftACT FIELD SOIL TYPE & CLASS- C11OP YIELU LESS COMM IS �� LiS5
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USLU
A'"PLIC.
TIME
510 7
6 2- 3
(,Z3
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TA13LE 1: ACItCS 13Y PlIODUCElt
iiA CT
SOIL TYPE & CLASS--
C1tOP
YIELD
LBS
C
DETERMINING PHASE
CODE
AW N
PEH AC
oM14 H
>?Eit ACHES AW
AC USED
Vi'LIC .
TIME
3 9 3—
l.�p'��/1
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5,12-07
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�.—

F WA%
�O 9p Michael F. Easley, Governor
William G_ Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
--1
p < Alan W_ Klimek, P.1`_, Director
Division of Water Quality
June 23, 2002
Ernest Odum ,
Odum II
4740 Roseboro Highwa
Clinton NC 28328
ubject: Certificate of Coverage No. AWS820308
Odum II
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Ernest Odum:
Ir accordance with your application received on October 15, 2001, we are forwarding this Certificate of
Coverage (COC) issued to Ernest Odum, 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 Odum II, located in Sampson County, with an animal
capacity of no greater than 2425 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 CAWIVIP 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.
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.nc.state.Lts/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]D48
DENR Customer Service Center Telephone [phone]
An Eoual Ot porhmity Action EmDlover 500% recvc.'1ed110% post -Consumer Dauer

AL -
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 Michelle Barnett [phone] ext. 544.
Sincerely,
76��— an W. Klimek, P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Water Quality Central Files
NDPU Files

RECV1VED
State of�4ortkCarolina vJ�3 PQ of ` ITY SEunON
Department of Environment and Natural Resources
Division of Water Quality -OCT 15 2001
Non -Discharge Permit Application Form
— -(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL) --Von-Discharge Penn tting --
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are, appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered,
1. GENERAL INFORMATION:
l .1 Facility Name: Odum II
1.2 Print Land Owner's name: Ernest Odum
1.3 Mailing address: 4740 Roseboro Highway
City, State: Clinton NC
Telephone Number (include area pode): 592-6238
Zip: _28328
1.4 County where facility is located: Sampson
1.5 Facility 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): Leave Clinton on H . 24 West go 3 miles to State
Road 1309. turn left on Bass Lake Road, eo 7 miles to you come to ADT 1 & 2
L6 Print Farm Manager's name (if different from Land -Owner): Ashley Odum _
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): £aiiarie s ' na
1.8 Date Facility Originally Began Operation: 10/20/1
l .9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 82 (county number); 308 (facility number).
2.2 Operation Descrtp iontiont Swine operation
ee er to Finish
2425- Certified Design Capacity
Is the above information correct? (SZlyes; ._7-1 no_ If no, connect below using the design capacity -of the.facility
m r The "No. of Animals" should be the mAimum nuor which the waste management structures were designed.
l Type of Swine No. of Animals Type of fouNo. of Animals Type of Cattle No. of Animals
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm:
0 Layer 0 Dairy
0 Non -Layer 0 Beef
0 Turkey
No. of Animals:
FORM: AWO-G-E 7/7/99 Page 1 of 4 82 - 308

A
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 44 ; Required Acreage (as listed in the AWMP): 38.5
/ 4
• 2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES o NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES o N (please circle one)
2.7 Does this facility meet -all -applicable siting requirements? (Swine Farm -Siting -Act, NRCS-Standards,-etc.-}(Swine Only) --
YES or NO (please circle one)
What was the date that this facility's swine houses ,and lagoon were sited?
What was the date that this facility's land application areas were sited?
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 one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP mustifiOude the following components. Some of these components muy not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard: specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
33.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that maybe -applicable to your facility. - - —
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
Apptf4ants initials
D
FORM: AWO-G-E 7/7/99 Page 2 of 4 82 - 308

I
Facility Number. 82 - 308
Facility Name: Odum II
4. APPLICANT'S CERTIFICATION:
I, ErnpSt ndlim (Land Owner's name listed in question 12), attest that
this application for Wilm TT (Facility name listed in question 1.1)
has been reviewed by me an is.accurate an complete to the -st of my know edge. 1 un erstand that if all required parts of this
application. completed and -that if all required supporting information and attachments are not_included,.this application- _ - -_--
package will ed to me co /
Signature Date/ J�' Le I
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, Ash 1 ev O d u m ' (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 under -stand 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 l %� z d 1
r -
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION -OF WATER QUALITY
. WATER QUALITY SECTION
-- NON -DISCHARGE PERMIT-TING UNIT — — -- - - — --
1617 MAIL SERVICE CENTER'
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 7/7/99 Page 3 of 4 82 - 308

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( 4
' Animal Waste Management Plan Certification
(Please tv a or print all information [hat does not require a signature)
Eaistin-')or:::":
or: Expanded (please circEe one)
Narne of Farm: Odum I I Facility No: ��? 30,Q
Owner(s) Name: t: rnPst nd„m _Phone
ti-1,;;hrle Address:
Farm Location: 3685 Bass Lake Rd . County Farm is located in: - SamD_nn
328
Latitude and Lonit1u'cl�o28 /_° 13' 3D,Integrator:
Please attach a cope of a county road map with location identified and describe below (Be specific: roaJ
A A I . . I ^ A • -r—
directions, milepost, etc.):
Operation Description:
Type of Swine No. of Animals
D %Vean to Feeder
ki Feeder to Finish
D Farrow to Wean
D Farrow to Feeder
.1 :arrow to Finish
�) Gilts
D Boars '
Type of Poultry
rJ Layer
0 Pullets
No. of Animals
Type of Cattle lV'o.
J Dairy
Beef
Other Type of Livestock: Number of.Anirn,ls:
:..
F�pan Ping D}irraltas Qrs1j
Precious Des Pn Capacin. :. Addr'ir'onai �esien Cavacrtx <:.:: - :T, a " esien Cmact�L:
Ac:tace Available for Application: `t 7 Required Acreage: V . S
Nu:nb?r of Lagoons 1 Storage Ponds : Total Capacity, .5Z8 S Cubic Feet (f(')
.yre subsurface drains present on the farm: YES or 9 (please circle one)
If YES: are subsurface drains present in the area of the LAG00,N or SPRY FIELD (please circle one)
...tfis.,..w*k+k,tfi�����,r,i,i a�Mk k �r�k rf �+i�i+�s iMs�.i�K,��%ir ai+f Mk+k►��k Mks*+k+Fsk�s+F:.#�. .•:•x,...��. �. .. . M.. ,. ..
Owner 1 Manager Agreement
I (%ve) vtrifv that all the above information is correct and will be updated upon changing. I (we) understand the operador.
and maintenance procedures establisbed in the approved animal waste management plan for the farm named above and w l!
implement these procedures. I (we) lmow that any expansion to the existin; design capacity of the waste treatment any
stor:;ge system or construction of new facilities will require a new cenificadon to be submitted to the Division of
EnvLronmental Management before the new animals are s[ocked. I (we) understand that there must be no discba rg= o
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conV(:Yance or from a storm event less severe than the ?d-year, 24-hour storm and there Must not be run-off from 0e
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 Consmation Service. The approved plan will be
i}led at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification
trust be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
Lmpiementa6on. A chanee in land ownership requires written notification to DEM or a new certification (if the approvto
r,lan is cbanged) within 60 days of a title transfer.
Name of Land-Mi-ner :
Sibnature:
Name of Manage (if different f
Sibnature: 61
owner):
Date: �O �OU�
Date: 7�'I D .700 ;Z-,
AWC -- August 1, 1997

-; Animal. haste Management Plan .Certifications
- -' (Plra
ease type er prrat a>1 infcrraatfon that does'dot tegttrre a s3gaaurrz) ��
' '- ..Sa�.i.nr 1_ �: �: --. :�,•.* .<,1T .�w - 'r,r .. �w.7 r� f: s!' - '.�i.
Sieneral information:? , ._ �- /`
.. Name of Farm:.. ' - _ ... Facility Nti: T _- .3 4F
Owners) Nance• r : hh✓Ad 10 ZiAvel__':'­Phone No:.:
Mailing Address:_• / 3 G G�-, ss L , D jl {fie rt; Al C IV 3•K
Farm Location: Fourteen Digit Hydrologic Unit: 0 30 33 Q d O.k O 0 O(a 0 .�
Latitude and Longitude: a 7 D0 1 IL30 ' County: -S4 -�. saw+ �.
Please attach a copy of a county mad map with location /,,,,� .I} identified and describe below(Be specific: road
names, directions, milepost, etc.): /UC,? Y Wn4- a* Q...-4, n,fs /w
Ti., ., I f-4 i Jo ArIte c 1--a LA Ze I „fir n?X 3 ,h Je., 4 -fin,
Operation Descriptiort:
Type of Swine No. of Animals Type of Poultry No. of Anhnals Type of Cattle No. of Animals
❑ Wean to Feeder 0 Layer 0 Dairy
* Feeder to Finish :2 al 3 S , 0 Pullets ❑ Beef,
0 Farrow to Wean
0 Farrow to Feeder
❑ Farrow to Finish Other Type of Livestock: Number of Animals:
Acreage Available for Application: y Required Acreage: 3a•
Number of Lagoons /Storage Ponds : Total Capacity: -- Id P; �— - Cubic Feet (ft3) -
Are subsurface drains present on the farm: YES or (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 Snimals 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 stoma 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 rim -off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Nanir l 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 any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new on (if ibe approved plan is changed) within 60 days of a title transfer.
Name of Land O er. : ��: �4rt� -
Signature: -
Name of ManageAlf different
1. / -. , -- - . . . - , -- I -
� A6 w Y-i-L v-
Signature: Date: m a 2 4 2002
AWC -- April 24,1996
�_,!:!-DISCHARGE PERtv.

Technical Specialist Certif cation
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commissic
pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the fan. `
-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 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, RC, I), the technical specialist should only
certify parts for which they are technically competent.
IL Certification of Design
A) Collection. Storage. Treatment System
Check the appropriate box
m Existing facilily without r iF fi (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with
waste utilization requirements.
❑ New, expanded or reg:pfitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print): ��•� s �, lea. w ; c.�
Affiliation: [ a �an e �►rM5 _ _
Address(Agency): �✓el r�� 2� ^ :.�.�. AQ .�I? Phone No.: 9�1
Signature: Date:-
B) Land Application Site (WUP)
The plan provides for minimum separations (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):.n •- s lr. ,, . c
Affiliation: ran 4G ,rl'f_ f- 'n'-.ti s
Address (Agency): 2. 0 bWe ,.cr rl ,_-A,U hone No.: `�/� S7-2 /1��2
Signature: Date: 10 — �4-96
C) Runoff Control-Lfrom Extj:jgr L9tS
Check the appropriate box
IR Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to rrinirnize 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):,,, , a,'< �}-Q� •-w. 64
Affiliation:
Address (Agency): I?d. _2,KPhone No.: 4 . "2 //a
Signature: - Date:
AWC -- April 24, 1996 2

Existing faciliry with existing waste application equivment (WUP or I}
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in_accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste managemnt plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
❑ New or expanded facility;. gr;xi5dng facility without existing waste application equipment (1)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for timing of applications has been established; required
buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print):__
Affiliation: C o
Address(Agency): a �✓� /�� Phone No.: U Sly
Signature: Date:
III,' -Certification of Installation
A) Collection. Storage, Treatment Tnstallal on
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facilities without retrofits, no cer fication is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
AWC -- April 24, 1996
MAY 2 4 2002
i —
ti�,s_CJ4SCHARGE PFR;t.t;

B) LangL Annlication Site (WUP)
Check the appropriate box
W The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the
cropping system as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control;
Name of Technical Specialist (Please Print): Cl"- '64
f r
Affiliation:— .
_ COO ' fI e kv r.aSAddress (Agency): d +,.!« C/ IV( �*3-)Y' Phone No.: Ve
Signature: Date: Id — V -q,6
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to
DEM a verification of completion from a Technical Specialist within 15 calendar days following the date
specified in the conditional certification. I (we) realize that failure to submit this verification is a
violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Date:
Name of Manager(if different from owner):
Signature: Date:
C) Runoff Controls from Exterior Lots (RC)
Facilitv with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan.
Forfacilities Without exterior lots, no certifcation is necessary.
Name of Technical Specialist (Please Print):
Affiliation -
Address (Agency): Phone No.:,.--'-"
Signature: rsF ?�'a' ' Date
MAY q 2QOZ
PERM
AWC -- April 24, 1996 4 �YARG :
SCH

8 Animal waste application and handling equipment specified in the plan is on sire and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan. '
❑ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed Ieasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
❑ Conditional approvalAnimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided to the owners and
are contained as part of the plan.
Name of Technical Specialist (Please Print): �� r t`t5 _.Ra r v 'u`-
Affiliation:
Address (Agency): Ol' rye ( gt Phone No.:
Signature: Date:
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the dare specified
in the conditional certification. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date -.—
Name of Manager(if different from owner):
Signature:
Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC -- April 24, 1.996 5

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5/2002 15:30 9105920224
CAHARIE
r .
pp�N. . P
PACE 02
Dig
or: 4J. 0 County: 0.0
ce to nearest residence (other than owner)a
ERAGE LIVE WEIGHT (ALW)
Datet 01/12/96
0.0 feet
0
sows
(farrow to
finish)
x
1417
lbs.
0
sows
(farrow to
feeder)
x
522
lbs. _
00
head
(finishing
only)
x
135
lbs.
0
sows
(farrow to
wean)
x
433
lbs. —
0
head
(wean to feeder)
x
30
lbs. --
Describe other :
Total
Average Live Weight =
NIMUM REQUIRED TREATMENT VOLUME
OF
LAGOON
Volume = 40500 lbs.'ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 40500 cubic feet
RAGE VOLUME FOR SLUDGE ACCUMULATION
Volume - 0.0 cubic feet
RL DESIGNED VOLUME
Inside top length (feet)---------------------- 85.0
Inside t o p width ( feet) ------------------------ 90.0
Top of dike elevation (feet) ------------------ 50.0
Bottom of lagoon elevation (feet)------------ 38.0
Freeboard (feet)--------------------w---------- 1.0
Side slopes (inside lagoon) --------- ------ 1.0 : 1
Total design -volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
1.0 1.0 1.0 '1.0 83.0 88.0
AREA OF TOP
LENGTH * WIDTH =
83.0 88.0
AREA OF BOTTOM
LENGTH * WIDTH
61.0 66.0
7304 (AREA OF TOP)
4026 (AREA OF BOTTOM)
0 lbs
0 lbs
40500 lbs
0 lbs
0 lbs
0
40500 lbs
DEPTH
11.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
72.0 77.0 22176 (AREA OF MTDSECTI(3N:�'*'J'4•),-,
a ''
CU. FT. = CAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
73e4. 0 22176. 0 4026. 0M MAY M02 1.8
Total Designed Volume Available = 61428—CU. FT.
t

2002 15:30
9105920224 CCWIE PACE 03
RARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
85.0 90.0
7650.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DR 7650.0 square feet
Design temporary,storage period to be 180 days.
olume of waste produced
Feces 3 urine production in gal./day per 135 lb. ALW
Volume = 40500 lbs. ALW/135 lbs. ALW * 1.37 gal/day
Volume = 73980 gals.. or 9890.4 cubic feet
1.37
180 days
plume of wash water
This is 'the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for -in 5A.
Volume 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume 0.0 cubic feet
olume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume - 7.0 in * DR / 12 inches per foot
Volume = 4462.5 cubic feet

5/2002 15:30 9105920224 CIE PAGE 04
. f
5D. Molume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DR
Volume - 4462.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6. MJMMARY
7.
5A.
9890
cubic
feet
5B.
0
cubic
feet
5C.
4463
cubic
feet
5D.
4463
cubic
feet
TOTAL 188.15 cubic feet
Temporary storage period-aaaAa-sssas7==)
180
days
Rainfall in excess of evaporation=a=sass:==a)
7.0
inches
25 year - 24 hour rainfal laassaama-=ncaanaasxr;}
7.0
inches
Freeboards==seM��Ras�l��aa�me�+=r�nssSaCa7xasfasa=ate}
1.0
feet
Side
1.0
= 1
Inside top
85.0
feet
Inside top
90.0.feet
_
Top of dike e 1 evert i onma=ma..smns==========a==)
50.0
feet
Bottom of lagoon elevation== —====era=--)
38.0
feet
Total required volume=====_=====a===a=,=-=__)
59315
cu. ft. 4
Actual design volume====asaaa-===c=as=sass==)
61428
cu. ft. 0
Seasonal high watertable elevation (SHWT)=era)
0.0
feet
Stop pumping elev. as===sac===c==a.=arsaaass=a)
0.0
feet iF
Must be ) or a to the SHWT elev.a====--)
0.0
feet
Must be ) or s to min. req. treatment el. =)
44.0
feet
Required minimum treatment volume*=w"=zn=—=)
40500
cu. ft.
Volume at stop pumping elevation============) -42763
cu. ft.
Start pumping elev.-------- _==zssausxaa===a)
0.0
feet �►
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==)
56965
cu. ft.
Volume at start pumping elevation=s=== —==) -42763
cu. ft.
Required volume to be pumpedacrs=a=swr.++smsac=)
14353
cu. ft.
Actual volume planned to be pumped==:=======)
0
cu. ft.
Min. thickness of soil liner when required==)
1.8
feet
NEir-BY: G w'j cf /U APPROVED BY t `
J
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
;
MAY 2 4 z002
COMMENTS;
ERN!,' r
L)IZL3

PLANS & SPEdIFICATIONS
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 (RMS) 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.
B. 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
component of a swine farm shall be at least 50 feet from anv residential property boundary
Page 6 of 9

and from any`perennial stream or river (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 runs, 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 altemative
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
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.
Page 7 of 9

23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 8 of 9

North Carolina Cooperative Extension Service
College of Agricniture and life Sciences
Sampson County Center
369 Rowan Road
Clinton, NC 28328
[phone]
[phone] (fax}
Farm Name: Odum II
Farm Owner: Ernest Odum
Facility No: 82-308
Subject: Wettable Acre Determination and WUP Revision
Technical Specialist: Danny Bailey
A wettable acre determination indicates that additional acres are needed for this
facility.
Additional acres from facility 82-122 are being added to the above facility (82-
308) in order to increase the acreage necessary for the WUP. The land being
added is shown as optional land on the WUP for facility No. 82-122. A wettable
acre determination was made on facility No. 82-122 by Kraig Westerbeek.
Please see the attached sheet which shows the added acreage highlighted under
Field No. and Hydrant No. Also attached is the wettable acre determination on
the leased land associated with facility 82-308.
The crops included in the WUP are corn, wheat and soybeans. The Nitrogen
rate for the corn has been reduced by 20 lbs. per acre due to residual Nitrogen
carryover following soybeans. The soybean yield has been reduced by 7 bushels
per acre due to double cropping. The Nitrogen rate for the wheat is shown split
due to wheat being planted in one year and harvested in the next year. A rate of
40 pounds of PAN/Acre is shown in the fall with the balance being applied in the
late winter/early spring of the next year.
The WUP shows two years of the rotation for Nitrogen calculations on a Jan. -
Dec. basis.
Owner ignature
a (to 6
Date
Tec lcal Specialis
Date
Employment and program opportunities are offered to all people regardless of race, color. national origin, sex. age, or disability.
North Carolina State University. North Carolina A&T State University. U.S. Department of Agriculture, and local governments cooperating.

TA13LE 1.: ACRES OWNED BY PRODUCEit
l�
C'J.' � I� I • LD SOIL TYPE & CLASS— CROP YIELD
DETERMINING PHASE
COOL
Li35
AW N
COM14 iy
PCH
ACRES
i,US
AW
PER AC
AC
USED
•
1!'� PLI C
TIME
I
rr,07-----
v-aP
'
L.+NeCr+f`
GOO• : .
CaA,y/
•
wly�.r
Doge.
�r
cram•'
/ !a Br. 11 /if o
'G�/IarwT
lrc� Qa.
7.) BM . 93
L.; e-
G' DRY/ /I7A�. �'•.�rr
Say?EArJ .
e.c _TIpPEC/ A .
il

TABLE 1: ACRES.OWN" BY PRODUCER
2-
RACj'
rIELd
SOIL TYPE & CLASS--
CROP
YIELD
LU5
COMM iJ
DETERMINING PHASE
COLIC
AW N
PER
ACRES
AW
PER AC
AC
USED
}
A�PI,IC
TIME
...
c. R.�/
• 7 i d••1.
73/�a•
G6
I-3 83 �l a wly6•f yeiro. S.zY
Co,rx/ 11 O-s T��V_T_ I lj� 7
1P� Gva- Iy,Icdr 5los.. Sr2 �i
7fQx. 7.3 2 Sys
�J f d -�
r 1(JG�. �✓HcrAT yo �3r . �{ Y0
Cc�e''�� 7� Br.. 73/ •7L
Gcla. Z-1f6I% VO gam.
eose/ ?i ��• 73 - - -
C•s.r� 7r8� - 73/ S•oy
c oes/ 7 �'Ow 7/ 3 S-3
pie, Aive-f
FC.,
.t! 7) 0j... 73
Al Al; reo a
• 1 La%r � IrNF�� c�o �� • ���
s
701
1 A ABC G, 4,�

� - r
'!'ABLE 1: AC}IES ,OWNED) BY PRODUCEH
tACT FIELD
SOIL 'TYPE & CLASS-
CROP YIELD L135 COM14 }4 �� #' LUS
DETERMINING PHASE
CODE AW N PE}Z ACHES AW
PER AC AC USED
P.'3PLIC.
TIME
F3iay
n/o�9
sr3jc 3oa4. ��o .2.'7I
_
�N54 �q/
r / do/
c_
elf
.s
S'b7pe_ 3aew. ,io a.�l
TrCAul��.t.KFD
Fl
G✓yd�T Go 'fop
1
lo"I'As 0.
p rF2 'i'O'i'A L F-

TABLE 1:
ACRES -00"4 BY PRODUCER
')�ACJ.'
IELD SOIL TYPE & CLASS -
DETERMINING PHASE
CIZOi' JYIELUJ LUS 1
CODE AW N
PEu AC
Dmm is
P Eft
AC
koe
ACI�S�IW
USEU
P.'11<Li c .
TIME
%3z� 2I CJa-�3 �c ��a`• 71- 3.2- �4
�3 s .0c r �•. 7 y. ,� �w
P� S Pc- /J* 0 • cs
�S$� i8 �K �z. 5•It7
. f y 0
? Z
3 P1
S3ac..
i �iV€.+t �r .8.. • r� 3 3 L
TO
:T+CaGE� Rc{ ;aCc�
NiTQvG.�.v ��2o�v.Ey _^

roc'./•'/7
2-
Amount of of Waste Produced Per Year(gallons, ft tons etc.
36 00 animals X 1-9 (tons) wastelanimallyear = 6,840.0 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3600 animals X 2_3 lbs. PANlanimallyear = 8,280.0 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
REQUIRED
LAND
T11407
3
NoAB
Bermuda- raz
260
30.42
7909
March - Se L
T11407
3
NoAB
Small Grain
50
30.42
1521
Sept. -April
OPTIONAL
LAND &
CROPS
T11407
1,2,3
NoA1B
Corn
138
22.02
March - July___
T11407
1,2,3
NoA/B
Soybeans
120
22.02
June- August
T11407
1,2,3
NoAB
Wheat
144
22.02
Seet - April
Total aQ -f" 1 9,430.00
'This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
exex e
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

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Sheet2
TABLE 2 -Travelling Irrigation Gun Settings r Ac .'L : fy r 2-2-
pp �
Make, Model and Type of Equipment: Long 4" traveller w/ Nelson 200 gut'. �y: y{! 7Ec7 �,�� ,y ,7D{���o �s��;/,'t z�-Yoko,
Field No. Travel Application TRAVEL LANE, Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (ftlmin) (inlhr.l Width(f -1 Lenoth(ftl (feet) (Inches) at Gun(osi) at reei(Dsh Pattern Comments - Acres Der Du11
F1, H1
2.48
0.45
256
792
320
1.26
50
80
300
4.65
F2, H2
2.48
0,45
238
742
320
1.26
50
80
300
4.05
F2,H3
2.48
0.45
220
736
320
1.26
50
80
300
3.72
F2,H4
2.48
0.45
230
686
320
1.26
50
80
300
3.62
F3,H5
2.98
0.62
200
816
320
1.26
50
80
220
3.75
F3,H6
2.98
0.62
200
956
320
1.26
50
80
220
4.39
F3,H7
2.48
0.45
220
536
320
1.26
50
80
300
2.71
F3,H8
2.48
0.45
220
536
320
1.26
50
80
300
2.71
F3,H9
2.48
0.45
220
536
320
1.26
50
80
300
2.71
F3,H1O
4.96
0.75
110
352
320
1.26
50
80
180
0.89
F3,H11
2.98
0.62
13D
366
320
1.26
50
80
220
1.09
F3,H12
2.98
0.62
150
796
320
1.26
50
80
220
2.74
F3,H13
2.48
0.45
220
872
320
1.26
50
80
300
4.40
F3,H14
2.48
0.45
238
922
320
1.26
50
80
300
5.04
F4, H15
2.48
0.45
238
452
320
1.26
50
80
300
2.47
F4,H16
2.48
0.45
220
482
320
1.26
50
80
300
2.43
F4,H17
7.44
0.75
110
452
320
1.26
50
80
180
1.14
TOTAL
ACREAGE s
52.51

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: Facility Number: 8L - .3 0 P
CR•vEs r o D -4 +a* -
Manager or Producer _ �95 �/L e - u Phone # (Sla ) sf L- - G z 3k
Technical Specialist: % Phone # 2- G /
Facility Contact:
Zqs H e- E r
o ►% ,
Phone # �5. �_ Sy 2- - G Z 3 y
Mailing Address:
4-2 � O
_. P- 5 EL,,
/T u_
Was farm sited for animals prior to 10/1/95:� No
1f No, date farm sited for animals:
irrigation System TvueRee
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
Stationary gun with permanent pipe
Stationary gun with portable pipe
Center -pivot system
Linear -move system
'Hose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form iRK 2.
To the best of my knowledge, this worksheet(s) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
Signature (Manager or Producer) Date

CAWMP H TRAVELER FIELD DATA 5HEET
1. Make and model number /�'^ A.P AS _ ,--J
2. Hose length and hose inside diameter (ID) 6,5"
3. Gun make and model number W/� Is. Sa _
4. Gun nozzle size/ z L inch, ring orifice, taper bore orifice.
(May need to measure nozzle diameter.
5. Hydrant spacing 21 )'— feet. Indicate whether uniform, random.
Number of exterior hydrants 6 . Number of interior hydrants q
6. Operating pressure at hose reel psi.
observed at worsting gauge, provided by owner.
7. Gun wetted diameter off �� feet.
measured, based on gun chart.
8. Gun pressure .moo psi.
-- observed at working gauge, based on calculations (show calculations),
determined from gun charts.
**9. Supply line size inch (from pump to last hydrant).
** 10. Supply line length feet (maximum pumping distance).
** 11. Supply line type PVC, aluminum.
* * 12. Pump matte and model number
* * 13. Pump capacity, wpm.
** 14. Engine make and model number , or
* * 15. Electric motor horsepower and rpm hp rpm
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for
each pull through a field. Show the location of the supply line. Irrigated acres will be
determined by travel lane
* * Optional data, furnish where possible.
* * * Information furnished by
andl
Signature of Owner or Facility Representative Sign of Technical Sp list
Printed Name of Owner or Facility Representative
Datelb— /LP—
--
Printed name of Technical Specialist
Date le) — /6, —
* * * Only the person or persons collecting the data should sign the data sheet.

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I. ■

m

CAWMP WETTABLE ACRE,COMPUTATIONAL WORKSUEET
1. Farm Number (Identification) Z — 3 O X Field Number (Identification) /
' 2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
.Number of Travel Lanes
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/6tW _____
Hard -Hose Traveler
Center Pivot
Linear -move System
# Interior sprinklers
# Exterior sprinklers
# Interior Lanes
if Exterior Lanes
5. Wetted Diameter f) [feet] From field data sheet Length of pull [feet]
6. Spacing d? Lateral [Hydrant Spacing [feet] i? [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout r Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colurrui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
.64 X . G8 ;: 4( (a) Acres start end of pull from Table Column a
.2.ko_ (b) Acres middle portion of pull
(Pull Length 41 a [feet] X Wetted Width .2o.. [feet])/ 43,560
(c) Acres stop end of pull from Table Column
3. z y- Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = _ Acres
3. z Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: 2.1� Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number (Identification)
2. Irrigation System Designation
3. Type of Irrigation System
ere r 3o?
Field Number (Identification) Pz
- Existing Irrigation System
New / Expanded Irrigation System
_ Stationary Sprinkler/6w, r Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
5. Wetted Diameter '2dr �� [feet] From field data sheet 7 9a Length of pull [feet]
6. Spacing Lateral rHydrant Spacing [feet] 9 )� [as percentage of wetted diameter)
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout I Multiple Laterals/Hydrants
Single LateraVHydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
b z ; : , 3 3 J � (a) Acres start end of pull from Table 4 ! ]LY 13
Y , Column
Y. r17 (b) Acres middle portion of pull
{Pull Length -Iya [feet] X Wetted Width s [feet]) / 43,560
(c) Acres stop end of pull from Table Column
z 1 1 Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length tfeet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
. 2-11 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: *7,),4, % Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET p
1. Farm Number (Identification) Z - 3 a cP Field Number (Identification) % 3
" 2. Irrigation System Designation I---
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes 1
Existing Irrigation System
New 1 Expanded Irrigation System
Stationary Sprinkler/G•.N Hard -Hose Traveler
Center Pivot Linear -move System
# Interior sprinklers # Exterior sprinklers
# Interior Lanes # Exterior Lanes
5. Wetted Diameter d') [feet] From field data sheet P Sv Length of pull [feet]
6. Spacing ,�? , Lateral -f -Hydrant Spacing [feet] ? ;r-- [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabaie
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
s i (a) Acres start end of pull from Table &r.� �j'Colunm 13
pi >r (b) Acres middle portion of pull
(Pull Length r5,, [feet] X Wetted Width Z -,<- [feet]) /43,560
(c) Acres stop end of pull from Table Column
31 ao Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]}143,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X_ # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull'X # Sprin1ders or Pulls = Acres
Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: e-).a � �.' /--ti _ Date:

CAWMP WETTABLE ACRE, COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) _ EL — 3 OP Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System
Stationary Sprinkler/64.w Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes �_ # Exterior Lanes
5. Wetted Diameter 2 *�s [feet] From field data sheet p 3 )r Length of pull [feet]
6. Spacing 2 i �� Lateral FHydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
tPull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
. G!r (a) Acres start end of pull from TableiG 9r Column 3
-tfeft' (b) Acres middle portion of pull
(Pull Lengthgs )[feet] X Wetted Widtlu se [feet])/ 43,560
(c) Acres stop end of pull from Table Column
of lr Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: asp.- 13,f : /-1 Date:

CAWMP WETTABLE ACRE.COM.PUTATIONAL WORKSHEET
1. Farm Number (Identification) 2 — 3 09 Field Number (Identification) JD.i
" 2. Irrigation System Designation �— Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/Cw! �' Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes �� # Exterior Lanes
5. Wetted Diameter 7X [feet] From field data sheet 77 )r Length of pull [feet]
b. Spacing s Lateral7Hydrant Spacing [feet] 2) [as percentage of wetted diameter}
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing„ and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end. of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
. GY (a) Acres start end of pull from TableZZ 9' Column 23_
(b) Acres middle portion of pull
(Pull Lengthy [feet] X Wetted Width .2 ro [feet])/ 43,5G0
(c) Acres stop end of pull from Table Column
114,2 Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
l 2.7 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: __ ��. ' T^ Date:

CAWMP WETTABLE ACRE, COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) 8 z v Field Number (Identification) �G
" 2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes /
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkleoil-r — Hard -Hose Traveler
Center Pivot Linear -move System
# Interior sprinklers # Exterior sprinklers
# Interior Lanes # Exterior Lanes
5. Wetted Diameter .2,p )-- [feet] From field data sheet 77E) Length of pull [feet]
6. Spacing f— Lateral [Hydrant Spacing [feet] 9 j' [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple LateralslHydrants
Single LateralfHydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
z i (a) Acres start end of pull from Table z 1 ?) Column a-
3•91n (b) Acres middle portion of pull
(Pull Length 720 [feet] X Wetted Widthz„r [feet]) / 43,560
(c) Acres stop end of pull from Table Column
jLj�i)'-Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
. v.2 )—Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: 1 w. " Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) _ l 2- - 3y ,? Field Number (Identification)
2. Irrigation System Designation -"Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/6.wf Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers 9 Exterior sprinklers
Number of Travel Lanes # Interior Lanes I # Exterior Lanes
5, Wetted Diameter 2- *- 3 [feet] From field data sheet so Length of pull [feet]
6. Spacing Lateral [ Hydrant Spacing [feet] 91 [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] ^ [as percentage of wetted diameterl
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
S. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
avid colurna based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Suitt: a + b + c)
Traveler: Exterior Hydrant (travel lane)
7 x , 6Y _ , f/ (a) Acres start end of pull from Tablee'�-_Eif Column
�2 G / (b) Acres middle portion of pull
(Pull Lengthy [feet] X Wetted Width Zd 7 [feet])/ 43,560
(c) Acres stop end of pull from Table Column
3. /2.3 Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
3. / z3 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: _ Z)A_'- i3.f. Date:

CAWMP WETTABLE ACRE CON{PUTATIONAL WORKSHEET
1. Farm Number (Identification) 8 2 - 3 0 ? Field Number (Identification)
2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/6te
Hard -Hose Traveler
Center Pivot
Linear -move System
# Interior sprinklers
# Exterior sprinklers
# Interior Lanes ��
# Exterior Lanes
5. Wetted Diameter 2 2' _ [feet] From field data sheet Z So Length of pull [feet]
6. Spacing '- Lateral [Hydrant Spacing [feet] 7 J"_ [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout - Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sure: a + b + c)
Traveler: Exterior Hydrant (travel lane)
. } K ^ , 3 Y _ . 3 -Y (a) Acres start end of pull from Table r— ?j`Column �3
/•oa v (b) Acres middle portion of pull
{Put! Length fo [feet] X Wetted Width 9} (feet])/ 43,560
(c) Acres stop end of pull from Table Column
/ 3 V1 Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull -X # Sprinkers or Pulls = Acres
3yy Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Z).a-.- Date:

CAWIv1P WETTABLE ACRID, COMPUTATIONAL WORKSIIEET
1. Farm Number (Identification) z — ? v P Field Number (Identification) �y
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/Gwr Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes At Exterior Lanes
5, Wetted Diameter 2? E) [feet] From field data sheet �'2 �� Length of pull [feet]
6. Spacing Z 1 i� Lateral (Hydrant Spacing [feet] 7 *) [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout - —Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
,Gz.)'- (a) Acres start end of pull from Table LO r— Column 3
0 5 (b) Acres middle portion of pull
(Pull Length : jr[feet] X Wetted Width Zi --[feet))/ 43,560
(c) Acres stop end of pull from Table Column
.2, Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
72-2- Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: ,4_,' i .1. Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) F 1 - 3 01P Field Number (Identification) el a
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/Cyr Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes �# Exterior Lanes
5. Wetted Diameter -2 f J'�- [feet] From field data sheet Length of pull [feet]
b. Spacing 21 y� Lateral /"Hydrant Spacing [feet] )� [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter] .
7. Sprinkler or Hydrant LayoutMultiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet)) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
3 )f- (a) Acres start end of pull from Tabl 9f-Column !3
V. /G o (b) Acres middle portion of pull
(Pull Length 7z [feet] X Wetted Width.2 S [feet])/ 43,560
(c) Acres stop end of pull from Table Column
�[• ? - Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
�4,' - Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: rr7� i3� . / Date:

I'e►�.•�k An f. #Aw-Sddb3C7�
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name:
Address:
Telephone:
TABLE I - Field Specifications
County:/
Date: is — � O 2�
c7af c
Field
Number?
Approximale
Maximum
Useable Size
ul field'
(acres)
Soil Type
slope
M
crop(s)
Maximum
Application
Rate'}
finllrr)
Maximum
Application
per Irrigation
cycle
(inches)
1
Cominenlls
n11 4 _
-C1b w
-
4;10
14.LL—
0fel b u N n
e
_aL
0,9
z a
104-
. O
t
G.-
P S
S. 13
c'3
'Table to toe completed in its entirely by Field Office personnel and forwarded In the irrigation system designer.
'Set' allached niali provided by (lie Field Office fur field location(s). �
u.
'Total field ammip, minus requirod biller areas. • cWr.
'Refer to N. C. llrl[)atlon Guide, Field Office Technical Guide, Section 11 G. Annual application must. not exceed the agronomic rates for tII1C Soil andOPUP ll f4
h6clation Param0ers USDA•NRCS
October 1995 page-1 • Nnrth Caruliva "
`t
r,
rX

-Pe-V. -, t 4T ? /, ;p "q (,Jj J,d 0:10 e
IRRIGATION SYSTEM DESIGN PARAMETERS
Landownerloperator Name.
Address:
Telephone:
TABLE 1 - Field Specifications
County: Y—'gti—ey- 0
Date: ig"-
�7
4
Approximate
maximum
Useable Size
Field of Field'
Nurnberg [acres] J
Soil Type
Slope
(/.)
clop(s)
Maximum
Application
Rate'}
(ifill1r)
Maxintimi
Applicafluil
per Irrigation
Cycles
(inches)
cominvils
—t ,.3, /
f
lie
LH
LU
0-
'Table to he completed in its entirely by Field Office personnel and forwarded to the irrigation system designer.
'See allaclied map provided by the Field Office for field locatioll(s).
3Tolal field acreage minus required buffer awns.
'Refer to N. C. 110gation Guide, Field Office Technical Guide, Section 11 G. Annual applicaflon must not exceed the agronomic rates fm the soil and crop used,
111iti-Ififilk pm-alltelels USIDANIRCS
October 1995 page-1 Noilb Ca(uhila

Swine Farm Waste Management Odor Control Checklist 1
r -
Source Cause UMPs to Miuirrtlze Odor Site Specific Practices
Farmstead Swine produclinn 0 Vegclative or wooded buffers;
IF Recommended best rnanageinent practices,
* Good judgment and common sense
Animal body surfaces + Dirty manure -covered animals IP Dry floors
Floor surfaces + We[ manure -covered floors 10 Slotted floors; -
Waterers located over slotted floors; i
El Feeders at high end of solid IMors;
❑ Scrape manure buildup from floors;
-13 Underfloor ventilation for drying
Manure collection pits + Urine; ❑ Frequent manutc removal by flush, lilt recharge,
+ Partial microbial decomposition or scrape; -
4 Underfloor ventilation (5...,0.1y )
Ventilation exhaust falls + Volatile gases; 0 1 tun maintenance;
Dust 0 Efficient air movemesit
Indoor surfaces + Dust 0 Waslydown between groups of anintais;
0 Feed additives;
0 Feeder covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks + Agitation of recycled lagorm C3 Flush lank covers;
liquid while tanks are filling 0 Extend fill lines to near botloin of tanks with
anti -siphon vents
Flush alleys + Agitation during waslewalcr 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points + Agitation of recycled lagoon El Extcod recharge lines to near bonom of pile
liquid while pits are filling Willi anti -siphon vents
Lill sluliuns + Agitation during suunp tank 0 Sunup look covers
filling and drawdown
Outside drain collection + Agitation during wastewater. ❑ Box covers r
or junction boxes conveyance ,
AMOC - November 11. 1996. Page 3

Source Cause 11M1's to
Inr
End of drainpipes at • Agitation during wastewater ,.d Uxlend discharge Iminl of pipes undcrucalll - -
lagoon conveyance lagoon liquid level
Lagoon surfaces + Volatile gas emissions; ■ Proper lagoon liquid capacity;
• Uiolugical Illixing; ❑ Cuticct lagoull slatlup proceduics;
• Agitation 0 Minimum surface arca-lo-volume ratio;
10 Miniulunl ngilalioll whcu,puulpinb;
❑ Mcchatrical acraliolr, -
❑ ('toveu biological additives
to
Irrigation sprinkler
+ high pressure agitation;
d
litigate on dry days wide little or no wind;
nowcs
+ Wind drill
■
Minimum recommended operating pressure;
■
Pump intake near lagoon liquid surface;
❑
1'11mp front second -singe lagoon
Storage lank or basin
+ 1'arlial microbial decomposition;
0
Uollonr or midlevel lundhig;
surface
+ Mixing while Tilling;
❑
gunk covets;
Agitation when cinplying ❑ Basin surface trials of solids;
❑ Proven biological additives or oxidants
Sctlling basill surface • Partial Irlicrullial dccomposilioll; ❑ L-xlcltd dtaillllille outlets underllcl1111 liquid
• Mixing while filling; Icvcl;
+ Agitation when emptying Cl Itemove settled solids regularly
Manure, slurry or sludge • Agitation witch spreading; Cl Soil irljcctiull of sultry/sludges;
spreader outlets • Volatile gins emissions ❑ Wash residual manure frum spreader allcr use;
❑ Proven biological additives or oxidants
Uncovered manure,
* Volatile gas emissions while
❑
Soil injection of slurry/sludges
slntry or sludge on ficid
drying
❑
Soil incurporalliuu wilhin 48 his.,
surfaces
.
❑
Spread in lhirt unil'orm layers fur rapid drying;
❑
Proven biological additives or oxidants
Dead animals
• Carcass dccomposiliun
5I'ruperdispositiun
ufearcasses .
Dead animal disposal
Carcass decomposition
❑
Complete covering; or carcasses in burial pils;
pils
❑
1'ruper localion/cunslructiou ul'disposal pils
lncillelar irs
+ Incomplete combustion
Cl
Secondary stack burners
AMOC - Novcalbcr 11, 1996, Page 4

• YI
w y • •�
Source Cause UMPs to Mininilze Odor Silt: Sl+ctilic Practites
Standing water around a - Improper drainage; O Gradc and landscape such that water drains
facilities . Microbial decomposition or away From facilities
organic matter K". -
Manure tracked onto • Poorly maintained access toads d Farm access road maintenance
public toads Frain frrnt
access
1
Additional lnrormalion : Available Ftom :
Swinc Manure Management ; 0200 RuicfBMP Packet NCSU, County E,x1ens!oil Cenlct
Swine Production Fann potential Odor Sources and Remedies ; E-BA1; Fact Sliccl NCSU - BAE
Swine Production Facility Manure Management. hit Recllargc - Lagoon T rcalment ; UAL 128-88 NCSU - UAIs
Swine Production Facility Manure Management: Undct[loor Flush - Lagoon 11calutcnt ; CUAI;_129-88 NCSU- UAI;
Lagaoir 17csibn and Management ror Livestock Manure Trcoltncut and Storage; EBAE 103-93 NCSU - DAE
Calibrnlion of Manure and Waslcwatcr Application Equipment ; EDAL Fact Shcct NCSU -11AE
Controlling Odors Frain Swine Buildings; I'll1-33 NCSU - Swine Exicasion
Environmental Assurance Program ; N1'11C Manual NC fork Producers Assoc
Options ror Managing Odor ; a repotl from the Swinc Odor Task Force NCSU Agri Communications
Nuisance Concerns in Anhnal Manure Management: Odors and Flies,, PRO107, 1995 Conrctencc Proceedings Florida Cooperative Extension
AMOC - November 11. 1996, Page 5

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
11 Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health (Written approval of the State Veterinarian must be
attached)
December 18, 1996

Insect Control Checklist for Animal Operations
Source Cause UMPs to Control Insects Site Sticriric I'raclices
Liquid Systerns
Flush Gutters • Accumulation of solids
6 Flush system Is designed and operated-
sufficienlly to remove accunlulaled solids from
gutters as designed.
■ Reinove bridging of accumulated solids at
discharge
Lagoons acid fits • Crusted Solids
a Maintain lagoons, settling Win* and pits where
pest breeding is appamill to nriniiuize the
crusting or solids to a depth of no more than 6 -
8 inclies over more llran 30% of surface.
Excessive Vegetative • Decaying vegetation
IV Maintain vegetative control along banks of
Growth
lagoons and other iinpoundnrenis to prevent
accumulation of decaying vegetative tnatter
along; watces edge on hopourtditieni's perimeter.
Dry Sysicrris
Feeders • reed Spitiag;c ® Design, operate and maintain feed sysicnis (c.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
IN Clean up spillage on a routine basis (e.g., 7 - 10
clay interval during sununcr, 15-30 day interval
• Accumulations of feed residues ❑
RI
Iteduce nioisturc accumulation within and
mound inmiciliate perinielcr of feed storage
areas by insuring drainage away froin site
and/or providing adequate containment (e.g.,
covered bill for brewer's grain and similar high
nroislure grain products).
Inspecl for and rcmove or break up accumulated
solids in litter strips around feed storage as
needed.

Source _ Cause
Animal Holding Areas Accurnulalions ofannimal wastes [I
and feed wastage
O
Dry Manure I Iandliog • Accumulations of animal wastes D
Systems
D.
D
HMI's to Control Insects. Site Specific Pracllets
I-Ahninate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal. ,
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15.30 day interval !
during winter) where manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up accumulated
wastes in Mier strips around stockpiles mid
manure handling areas as needed.
For more infonnation contact [lie Cooperative Extension Service, Department or Entomology, lox 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11, 1996, Page 2

EMERGENCY ACTION FLAN
PHONT N7JMSERS
DWQ q16 4'Y6 - 15-qf
r.��` EIvRGE_CY MAINAGzM`N7 SYST_M f;t - Sf4 6_ yl
SWCD 5Ss - 7143
1N-RCS -5-f.2 - -21 k 3
This plan will be implemented in the event that wastes from your operation are leaking,
oven lowins, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees ai the facility. ibe following are some action items you should take.
I. Stop the release of wastes. Depending on the situation, this mayor may not be
possible. Suggcstcd responses to some possible problems are listed below.
A. Lagoon overflow -possible solo ions are:
a. Add soil to benn to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all fjwvs to the lagoon is`nmediately.
d. Call a purnping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary div=ion to contain waste.
c. Incorporate waste to reduce runoff.
-d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Itaka_e from the waste pipes and sprinklers -action include:
a Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush *,steels, houses, solid separators -action include:
Z Stop recycle pump.
b. Stop iriryation purnp.
c. Make sure no Siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
I December 19, 1996

e. Rcpair all leaks prior to restating pumps.
E: Leakage from base or sidewaIl of lagoon. Olen taws is seepage as opposed to
Flowing leaks- possible action:
a. Dig a small sump or ditch away from the embanka-nent to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the u-aste reach anv surface waters?
b. 'Approximately how much was released and for what duration?
C. Any da naQe noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave `the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
z. 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 nona:,al business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - . After hours, emergency number. 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
:Y of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves properry or enters sufa= waters, call local EMS Phone number
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for advice/technical assistance, phone number -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the conu-actcr of your choice to begin repair of problem to rrunirnize off site
ra:s dae.
a. Contractors Name: Z ,
b. Contractors Address: r 1-4-,,
c. Contractors Phone: - - LL dr-
2 December 18, 3 996

6: Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: C ,+;5
b. Phone: y ,;t - /r ; 0
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wasts from happening again.
a December 1 R- 1996

USDA -SOIL CONSERVATION SERVICE UNITED STATES
EAST Ri WADI STREET DEPARTMENT OF
i='1-IONE (. ' ? ) AGRICULTURE
OPERATOR.
P I ease review the attached P I an arid spec if i c at i or,s car-efu I I y.
Re ta: n th i s F, 1 arl firar- your use and r e C nrds. 1t 1 s Str-o Fig i V
reCC-rrlrrlevid,ed that Yc,u, -y Csur coritractor- anU' the SC- i I C o n s e r v a t i r,rs
Ser-vi ce perxonne I are i r1 agreement as to how the waste I agr_lon
is to be crinstruct&d— SC=S F'ersonrle1 wi I I rrreetwith aI I
concerned p=art i es and walk over the site to e.xp l a i n all flags
and mark -in , - 1 t is i rrih:--trtant that every_{ne understart0s what is
e}; ,aC te' =o uilat f i Fla I construct i orl meets r' 1 arts and
sF'ec M i cat i oils and the job car, i!e Cert i f i ed f or payment t i f ACP
c ,st-share i s i nvo 1vei': .
The ad d irr:1 rls i oris arld grades ar-e the test e s t imat e. The
i,U i I :der 0r corltra C t --Ar- i s r'e si-ons i L. I e for f i rla I layout and
ales ir1 f the pads . SC-:S per Sorlrle; will ass i at i n a 1 i rn i teF
Capac i ty, as i is maictr concern is the ProPc-r- des i �in and
C i,nStrUc it i Carl of the waste treat merit I agoorl.
The actual arn_=Unt C{f ritaterial required fi r pads and darn may
vary frc;rrl the eStirrlates. The Resign wi I i attempt to balance
Cuts arld Pi I i's as close as possible. I f add i t i o n a I mates i a i s
reel: i red afie r CCsns trust i ,an i e CC'mP, I e t e orl 'I he 1 agoori, the
contractor and owner Will rlegc�t i ate the F,r- i ce arils location
of the br', r-row area.
It s1-,oul d [;e F1c,ted that cent i f i cat i _in of the lagoon wi I I deplend
up, arl a1 I si:.ec if i cat i c'ns use i rig met important i terns i nc I ude
I erl;3tVI, wi dt]--I, ueE:t;l, s 1 op'es, tC,p.SC, i l F.1 ti,cerrient, correct
= t butt :m «i schar� e p i yes) seed i r1• .
e 1 e �:- a t i ��� r1 � top. F' � 1 � F >! and i 3-
TE .
I''J 4_i I L .
L}er1 R e q u i r errlerlt:
art►i.i'-'r;_
Cii.ft
I i��`�1
cu.yd—�.
Estimate
of
E.-:cavation
_;*=c;ti1•i
cu.ft -
136-30
cu.yds.
Estimate
of
Pad:
1f,0O -;w;
cu.ft
5'=":7
cu.yds.
Estimate
of
Dice.
14 -32-
CU.41.L -5306
tu.y s.
Est irn ate
-_-f
Tor=so 1 1 Requ i red
I;0 C)
cuG5
Rat • Ce
,1 ab C:I ass �?
Designed By
Date
Design A1-`pr-C-vaI
to 1q. NO -
Date

AME: Ronald Cannady
-DDRE SS : Rt . 1 `
R sebor_o s NC:
N T R iDUCT I ON
------------
he C:annady' s have purchased a 350 head finishing operation and plan to
onstr:uct three new houses and lagoon. The lagoon for- the 350 head operation
s inadequate. Plans are to pump the effluent from the ?50 operation to the
.ew lagoon. They have an agreement signed by an adjacent landowner- to pump
.he waste on 45 acres of cropland.
ITE CONDITIONS
J
oil is mapped l•1�ajr aEPI Loamy �asiu - Si to !_„`. S l ope.
YF'E AND SIZE
)r OPERATION
f
LASS
)ES I GNED BY
)ATE
PPROVED BY
?ATE
'ER ;ANENT STORAGE
2210 Hogs r.
F i n 1 s h i n 9
221 i_i
G. Glenn Clifton
9/27/9C,
135 l bs per hog 1 Cu Ft per lb,
'EIwPO ARY STORAGE 29a350 l bs of animal .. 1.25 c u. ft.
L . of waste par day
per 1000 l bs of animal wt. x 160 days
:AINFALL LL.S7.r7. EVAPGRATIO'N'
:I 51650 sq. ft. surface area per 12"per ft
;A 1 NFALL - Z5 YR . I DAY STORM
1. ,r 51650 sq. ft. of surface area per 12" per ft.
298350 Cu, Ft
2499 Cu Ft
0129 Cu Ft
2012' Cu Fir
;ESIGN 9T;,RAC;E P•;EE)=ice--------------------------------------- 400978 Cu Ft
PERMANENT STORAGE + TEMF'i= RARY STORAGE -i- RAINFALL) 14851 Cu Y d s
)ESIGN STORAGE AVAILABLE ------------------------------------
TOTAL STORAGE -----------------------------------------------
.PERMANENT
STORAGE + TEMPORARY STORAGE + RAINFALL + _=YRi
'i, NURE AND URINE PRODUCTION
2._1Ci hogs .. 2.1 tons per year
.l I T R iGEN IN WASTE
50 lbs of animal .. .48 ibs .. 65 day/yr.
per 1000 Ibs of animal wt. N =
HOSi='HORUS IN BASTE
_ 50 l Lis of animal .. .14 l bs x 365 day/yr.
per 1000 l bs of animal wt. P =
'� iTASS I UM IN WASTE
290350 350 i fps of animal w .21 l bs x 065 day/yr. .
per 1000 I bs of animal wt. K =
410610 Cu Ft
431107 Cu Ft
15?67 Cu Ft
4641 T./yr.
5'ZZ71 l bs/yr.
15246 l b s/ yr .
,-.- != ? l b s/ y r.

AME- Rona! d C:annady
INIMUM LAND AREA'NEEDED FOR LIQUID APPLICATION
:MALL GRAIN 64 ACRES
:ORN
42
ACRES
iRAZED
FESCUE
31
ACRES
iRA2ED
T I FTON44
22
ACRES
ONTROLLED
GRAZI,iNG
iOASTAL
DERMUDAGRASS
19
ACRES
iAYLAND 16 , ACRES
`"FORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
-0 DETERMINE THE EXACT NUTRIENT CONTENT. iT . THE NC:DA LABORATORY
:N RALEI6H IS MAKING SOME TEST ON A LIMITED BASIS. YOU SH;=;iJ'LD
-ONTAC:T .
AGRONOMIC: SERVICES DIVISION
NC:DA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: '19-73_ Zr-55
0EN APPLYING -THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
DOVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT .EROSION.
40ME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
JE G I N PUMPING THE EFFLUENT WHEN INVERT OF OUTLET PIPES
HE FLUID LEVEL REACHES
)0 NOT LOWER THE FLUID ANY i FEET BELOW OUTLET PIPES
_0WER THAN
OR YOUR I NFOR iA T I ON
----------------------
_AND APPLICATION OF EFFLUENT IS BASED ON THE TEMPORARY STORAGE
VND RAINFALL IN 120 DAYS.
ElylPORARY S I ORAGE
?AI NFALL LESS EVAPORATION
TOTAL No. OF GALLONS TO BE
DUMPED IN 150 DAYS
EXAMPL E )
765477 GALLONS
----------------------------
27, 154 GALLONS !ACRE INCH
_. 5 ? GALLONS
? 185 GALLONS
765477 GALLONS
S ACRE INCHES

|AME: Ronald Cannady
/EEDING SPECIFICATIONS
oREA TO BE SEEDED
`PPLY THE FOLLOWING
lSE THE SEED MIXTURE
.NDICATED
( )
( )
( )
/
( )
(.*)
( )
(�)
1 AC.
500 LBS. 8-8-8 FERTILIZER
2 TONS DOLOMITIC LIMESTONE
0 SALES SMALL GRAIN STRAW
LBS. FESCUE GRASS
— 0 LBS. OATS
0 LDS. BAHIA GRASS
0 LBS. WEEPING LOVE GRASS
12 LDS. HULLED BERMUDA GRASS
0 LDS. UNHULLED 8ERMUDA GRASS
50 LBS. RYE (GRAIN)
)!VERT ALL WATER TO A STABLE OUTLET
:HE NEAREST RESIDENCE IS 2000 FT'
F.B.M. ELEVATION 50.00
}ESCRIpTION Nail in light pole located @ A 2+00

OPERATION AND MAINTENANCE
This lagoon is ;designed fc,r waste treatment with minimum odor
contra I . The t i mr requi red for- the P I anned f I ui d I eve I to be
reached may va.r-y due to the sc, i 1 conditions and flushing ciper-
ation.
Land app I i cat i ciri of waste water i s reCOCn i :`ed as an ac- ceGtat, 1 e
r31e-thiod of d i spC sa 1 Irr i gat i n by us i n'a s0 1 i d set, center
p ivot, gurr, or trave l er i s the pr-eferra d and most eff i c i ent
method t[_, =d i s.pi[sC of the e f f I uen t fr- [m the I agc. cerr. Care
sh.--,u I d t[e tai;enr whers app i i no waste to pr everit damage to the
crops and to preverrt runoff f'r om the f i e I ds.
The f[_[ I I ow i rig i terns are t+, be car-r i ed out.-
1 . Leg i nr pump -=lilt of thte I aji,C,n ': hen f I i-Ii d i eve I reachies
invert of the out 1 et p i pea or at a pre -deter rn i ned
eIevation.
�. Stop F[urrrr[-out t[ef ore the I agoc[ri depth i s 1 ess than . feet
deep i,r at a Pre -determined depth. ( T hr i s Fir-everits the
loss of favorable bacteria.)
'he r-eL{[rnmerided amclurrt to apt[ i y per i r-r" i gat €,-rr is one
i rich, and max, i rnurn re°commerided aprP i i cat i cirl rate i s 0.5
i nch per hour .
4. I t i s r-ecorrimerded that the tr ea.trnen t I agi_+onI be pre chargcd
to 1/2' of i t [ ss c a p a c i ty to prevent e: c e s s 1 Ve odors d u r i rig
beg € rin i Fig stages of the operat i or'1. Pren.har-g € rig reduces
the concentrat i uri Of the i n i't i a waste enter- i rig the I agoorr
thereby r-educ i rig ;-dc[r S[- I i ds si ou I d 'ie covered w i th
water at all times.
5. I".eep vegetat i on on the embani.menrt arr[; areas around the
l age[ o rr arrd bu i 1 d i rig rn;jwed.
6. Repa i r any eroded areas and estab 1 i sh it n vese tat i on.
7. The C I can Water Act _[f I`- 7 7 Prc[h i t-[ i is the d i scharge ,-f i
pct I I utants i n t o water-s of the Um i tec: States. The N. C:.
Depar-trrienrt of Environment, Health, and Natural Resources
(DEHNR), Irlastewater Management Sect i ori, has ttie respC.n-
sibi I ity for- enrfc.r-cing this law.
8. At I surface water i s to tce [' i ver ted -From the 1 agoon to an
adequate and stair[ I e [-ut I et.
NOTE.- Art aria I ys i s of the [;paste water can be obta i ned at
cc,mmarc i a I I aburator i es or at- a fee of $4.00 per same I e at:
NC: Department of Agr i cu l ture Plant Aria 1 ys i s Lab
Agr-on omic D i v i s i o n
D 1 ue R i dge Road Center
Raleigh, NC: 27611

RorIAL'b CAAN4by
Confinement Building
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top width 12
PiPe (Needs to he adequately
supported)
Settled Top Elevation 0.0
Fluid Elevation _4&.0
i
�i SS SS 225: l
i
/TREATMENT
LAGOON
Depth = ! 2'
Bottom Elevation 3 6.0
SS_ 1

' ---- '-- ------ --
----- ------- - -------- �� �+�'�1~
- ~�7 ---
'. '

. -0
5/2002 15:30 9105920224 COHARIE PAGE 02
�t P
Opei
Di st
1.
2.
4.
or: 0. 0 County: 0.0 Dat e : 01/12/96
ce to nearest residence (other than owner) : 0.0 feet
ERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. —
0 sows (farrow to feeder) x 522 lbs. _
00 head (finishing only) K 135 lbs. —
0 sows (farrow to wean) x 433 lbs. _
0 head (wean to feeder) x 30 lbs. _
Describe other
Total Average Live Weight =
NIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 40500 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 40500 cubic feet
ORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TAL DESIGNED VOLUME
Inside t o p length ( feet) --------------------- 85.0
0 lbs
0 lbs
40500 lbs
0 lbs
0 lbs
0
40500 1 b s
Inside t o p width ( feet) --------------------"---
90.0
Top of dike elevation ( feet) --------------------
50.0
Bottom of lagoon elevation (feet)-------------
36.0
Freeboard (feet)------------------------------
1.0
Side slopes (inside lagoon)------------------
1.0
1
Total design .volume Using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
1.0 1.0 1.0 1.0 83.0
88.0
11.0
AREA OF TOP
LENGTH * WIDTH =
83.0 88.0 7304 (AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
61.0 66.0 4026 (AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
72.0 77.0 22176 (AREA OF
MIDSECTION
* 4)
CU. FT. = EAREA TOP + (4*AREA MIDSECTION) +
AREA BOTTOM]
* DEPTH/6
7304.0 22176.0
4026.13
1. 8
Total Designed Volume Available
=
61428 CU. FT.-

. 0. 5/2002 15:30
s
t
9105920224
COHARIE
PAGE 03
5.
5A.
5S.
SC,
RARY STURAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
Me 90.0
7650.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 7650.0 square feet
Design temporary storage period to be 1130 days.
oluse of waste produced
Feces b urine production in gal./day per 135 lb. ALW 1.37
Volume = 40500 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 73980 gals.. or 9890.4 cubic feet
plume of wash ,pater
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in SA.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
olume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 4462.5 cubic feet

+ 9 5/2002 15:30 9105920224 CGHARIE PAGE 04
�i
5D.'. olume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot a DR
Volume = 4462.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A_
9890
cubic
feet
SR.
0
cubic
feet
5C.
4463
cubic
feet
5D.
4463
cubic
feet
TOTAL 18815 cubic feet
6.
Temporary storage period====--=========_=====) 180 days
Rainfall in excess of evaporation===========) 7.0 inches
25 year - 24 hour rainfall__________________) 7.0 inches
1.0 feet
Side slopes=-===-________________ __________> 1.6 . I
Inside top 85.0 feet
Inside top width=-----------=--------------__) 90.0 feet
Top of dike elevation=====___===____=_=__=-_> 50.0 feet
' Bottom of lagoon 38.0 feet
S Total required volume====___________________) 59315 cu. ft.
Actual design volume=====- ---------------__) 61428 cu, ft.
1 Seasonal high watertable elevation (SHWT)===) 0.0 feet
Stop pumping 0.0 feet
Must be ) or = to the SHWT el ev. ====_=====) 0.10 feet
Must be ) or = to min. req. treatment el. =) 44.0 feet
Required minimum treatment volume===---=====> 40500 cu. ft.
Volume at stop pumping elevation======== =) -42763 cu. ft.
Start pumping slam._________________________> 0.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 56965 cu. ft.
Volume at start pumping elevation=z-== =====) -42763 cu. ft.
Required volume to be pumped=======--=_=====) 14353 cu. ft.
Actual volume planned to be pumped==========> 0 cu. ft.
Min. thickness of soil liner when required==) I.8 feet
7. : � C 5 S cs /V APPROVED 8Y: `
DATE. J DATE: tq
i
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OF WArF F •
Q , Michael F. Easley, Governor
William G. Ross Jr., Secretary
[ North Carolina Department of Environment and Natural Resources
-C Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
April 22, 2002 - -
Ernest Odum
Odum li
4740 Roseboro Highway
Clinton NC 28328
Attn: Ernest Odum
Subject: Application No. AWS820308
Additional Information Request
Odum II
Animal Waste Operation
Sampson County
Dear Ernest Odum:
The Non -Discharge Permitting Unit has completed a preliminary review of the subject application. Additional
information is required before we can continue.our review. Please address the following by May,22, 2002:
1. It appears, from the lagoon calculations, there is not enough capacity for the amount of waste
being produced at this facility. The design volume used calculations based on waste from 2210
swine. The General Permit Application states this is a 2425 swine facility. Please provide lagoon
and storage pond capacity documentation (design, as -built calculations, etc.) using the correct
amount of animals.
2. Please submit an Animal Waste Management Plan Certification (attached).
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 May 22, 2002 or the Division will retum 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 544.
cc: Fayetteville Regional Office, Water Quality
Permit File
Sincerely,
Michelle Barnett
Environmental Engineer
Non -Discharge Permitting Unit``
'.� V ED
MAI29W')
�Ngcv, QUALITY SECTION
:•�n-DlScfiBe Compliance Enf.
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.nc.state.us/ndpu NMEW
1617 Mail Service Center, Raleigh, NC 27699.1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recyded/10% post -consumer paper

Ernest Qdu .°v.-�...� g^,�
01:11 r fIrM
Scale: =44u
Total Field = 3.28 Ac.
W411 ./[Do, ouselAll
Odum Total Field = 27.39 Ac,
63
- ?
Total Field = 17.74 Ac.
Total Field = 15,16 Ac,
Total Field Ac.
FS rO
111� 0 Q1
Total Field = 15.30 Ac,
, 01
Total
3" 0A '-I 1 (A,
nJ4\50y-\ 150 11^ V-1
L)
j � 4
Total Field = 11.07 Ac,
rJ a
C,
7.
L
S 1s 5 tA
+
Total Field = 12.95 Ac.