040010_CORRESPONDENCE_20171231

Nutrient Management Plan For Animal Waste Utilization
11-05-2002
This plan has been prepared for:
Louis Winfree Farm
Louis Winfree
RR 2 Box 389
Wadesboro, NC 28170
704-694-6859
This plan has been developed. by:
R. Lin Taylor
NRCS MAR
1706 Morven Road
�� k
Wade sboro, NC 28170 DEER EUi-ILEREGIui t fl�;�
70d-694-3516 ext.3`` -
Developer Signature
Type of Plan: Nitrogen Only with Both Manure and Fertilizer
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist 5,(gnature Date
f�'AR 7. 4 Z,: i y
384403 Database Version 2.0 Date Printed: 11-05-2002 Cover Page I
RECEIVED IDENRIDWQ
Aquifer Protection Section
I��r; 13 2009

Narrative
NOTES FROM OLD PLAN:
Operation sited 10/93, construction complete 4/94, 0.200 certified 10/94
Wettable acres Certified with amended plan 10/99
Refer to Swine Waste Irrigation Application System Layout Map for field information.
Woods adjacent to some fields are wetted, these areas are outside what is considered "effective wetted"
area for this irrigation application system (>60% of "wetted radius") and nutrients. applied are considered
minimal.
PAN rates for Crops are variable - See Appendix 1
This plan addresses swine operation only. There is a broiler operation on this tract also.
NEW NOTES:
Plan converted to North Carolina Nutrient Management Software. Plan includes application to crops.
Crops listed may not follow rotation order due to markets and needs. Acreages used are from Wettable
Acreage Determination 4/99. See map.
Fields from map are combined based on certification and cropping pattern. This plan was amended to use
new default application windows approved in 7th Guidance Document.
......... . ..... . . ..... _..... - ........
384405 Database Version 2.0 Date Printed: 1 1-05-2002 Narrative Pace I of I

The table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan- In'addition, the Leaching Index for each
field is shown, where available.
Planned Craps Summary
Tract
Field
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
E0243
1.2A
N/A
White Store
Fescue Pasture
*3.0 Tons
10243
,3,58,68
N/A
White Store
Wbear Grain
39 bu_
Soybeans. Manured, Double Crop
17 bu
Corn. Grain
78 bu.
Annual Ryegrass - Hay
2.4 To
Cotton
441 lbs.
Pearl Millen, Hay
2.1 Tons
10243
5A
NIA
lWhite Store
Fescue Pasture
*3.0 Torts
10243
SC
NIA
Pinola
WheaL Grain
39 bit.
Soybeans, Manured. Double Crop
23 bu.
Corn Grain
78 bu.
Annual Ryegrass - Hay
2.7 Tons
Cotton
392 lbs.
Pearl Nfillett, Hay
23 Tons
10243
6A
N/A
White Store
Wheat. Gradw
39
Sovbeans. Manured, Double Crop
17 bu
Corn. Grain
78 bu.
Annual Ryegrass - Hay
2.4 Tons
Cotton
441 lbs.
Pearl 1filEetL Hay
2.1 Tons
LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
nutrient leaching below the root
zone.
­ 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned_
< = 10
soluble nutrient leaching below the
root Zone.
High potential to contribute to
utrient Management (590) should be planned. Other conservation practices that improve the
soluble nutrient leaching below the
oils available water holding capacity and improve nutrient use efficiency should be
10
root zone.
considered. Examples are Cover Crops (3 f0) to scavenge nutrients. Sod -Based Rotations
(328), long -Tenn No -Till (778). and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Suffers (391).
384405 Database Version 2.0 Date Printed: 1 1-05-2002 PC Page 1 of l
NOTE: Svmbol * means user entered data.

The Waste Ulllizalion table shown below stimmarizes the waste tit iIization plan for tills operation. This plan provides an estimate of the number of acres of
cropland needed to tine the nmrlents being produced. The plan requires consideration of the realistic yields of the Crops to be grown, their nutrient requirements,
and proper timing of applications to maximize 11111rient tiptake.
This lable provides an estimate of the amount of nitrogen required by the crop being brown and an esdinale of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate orthe quantity of solid and liquid waste that will be applied on each field
in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adegtiately provides for the utilization of (lie manure generated by the operation.
EXpendinb on the retittlrenients of the crop and (lie mitrlent content of the waste, some tltitrients will likely be over or under applied if animal waste is being
utilized. Waste should Lot, analyzed before each application cycle and annual soil tests are required ifanimal waste is being applied. Soil tests should be used to
balance the nutrient application amounts wills the realistic yields of the crop to be brown. Nutrient management plans may require that [lie application of animal
waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Ulilimion Table
Year I
Tract
I Field
Source
I.D.
soil Series
I'ulid
Acre I
lass.
Acres
I Crup
RYI:
Appli�.
I Period
Nitrogen
PA
Nutrient
Req`d
1bs/A
Comm.
Fart.
Nutrient
Applied
Ls/A)
Res,
(tbs/A)
Applies
Mobud
Manure
PA
Nutricni
Applied
liquid
Manurt
Applied
(acr4)
Solid
Manure
Applicd
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
f N
Ibs/A
1000
gul/A I
togs
1000 gain I
tons
10243
1,2A
S5
While Slurs
17.30
17.301
Fcscua I'usturc
'3.01'ons
8/1-7/31
* E l2
0
0
Irrig.
112
44.74
0
773.96
0.00
W243
3,511AB
SS
While Slorc
23.40
23.40
Wheal, Grain
39 bu.
9/1.3/31
69
0
0
brig.
35
13.78
t1
322.47
0.00
W243
3,5fi,61i
S5
Wilk Shire
23.40
23.40
Soylmuls, Manured, Double Crop
17 hu.
4/1-11/15
65
0
0
Irrig.
65
25.96
{1
607.55
001
10243
5A
S5
While Slore
2.50
2.50
Fescue Pastore
•3.0 Torts
8/1.7131
•1 E2
0
01
Irrig.
1121
44.74
0
111.84
0.00
102-13
5C
S5
t'inuka
8.00
8.00
Wheai,Grailr
39 bu.
9/1-3131
78
0
0
Irrig,
39
15.58
0
124.63
0.00
10243
5C
S5
1'iauka
8.00
8.0(1
Soybeans. Manured, Double Crop
23 bu.
4/1-9/15
89
0
0
Irri$.
89
35.55
0
284,40
0.00
10243
6A
S5
Whi4c Slorc
8.00
8.00
Wheat, Cirniu
39 bu.
9/1-3/31
69
t1
0
Irrig,
35
13,78
0
110.25
0,00
10243
6A
S5
Whiic Store
8.00
9.00
1Soybeans, Manured, Double Crop
17 bu.
411.9/15
65
0
0
Irrig,
1 65
25,96
OL
207.7E
0.00
384405 Database Version 2.0 Date Printed, 1 1/5/02 WET Page I

Waste U(ilizalion Tabic
Year I
Nitrogen
Comm,
Ites,
Manure
Liquid
Solid
Liquid
Solid
PA
hen.
Vbs/A)
PA
Manure
Manure
Manure
Mar►ure
Nutrient
Nutrient
Nutrient
Applied
Applied
Applied
Applied
Rcq'd
Applied
Applied
(were)
(,were)
(Field)
(Field)
Ibs/A
lbs1A
Silures
I'ul►II
llse.
Appiic.
Applic,
1000
Tract
field
1,11.
Soil Series
Acre
Acres
Crop
RYl:
11criod
N
N
I N
MclboJ
Ibs/A
I gul/A
I lolls
1000t;Q15
tuns
Total Applied, 1000 gallons
2,542.80
Lagoon Liquids
Total produced, 1000 gallons
672.32
Balance, 1000 gallons
-1,870.4
,:"`
Tidal Applied, tuns
rs ,`y+
0.00
Ma►uur; Solids
'total Produced, urns
; :. ; ":
0.00
Rulunce, tuns
>fr+ ;`', _.
O,OtI
Mules: i . in tl►e trust culunu►, syu►bui arcuns leased, ullrcr►visu, award. 2. Sy► WI + mcuns user eolered data.
384405 Database Version 2.0 Dale Printed: 1 1/5/02 WUT Page 2

Waste Utilization Table
Year 2
Tract
I Field
Suurc,
1.1),
1 Soil Series
natal
Acre
Use.
Acres
I Crop
RYE
Applic.
I Period
Nitrogen
PA
Nutrient
Req'd
ths/A
Comm.
Feq.
NuIrient
Applied
Ibs/A
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
M:uurre
Applied
(Ficid)
N
N
I N
Ibs/A
1000
I gnl/A
tuns
I 1000 Buis
tuns
10243
1,2A
S5
White Stare
17.30
17,30
Fescuv I'astury
*3.0Tons
8/1-7131
•112
0
0
Irrig.
112
44.74
U
773.96
0.00
10243
3,511,611
S5
White Store
23.40
23,40
Corn, Orain
78 bit.,
2/15-6/30
80
0
20
Irrig.
60
23.97
0
560,82
0.00
10243
1,511.611
SS
Whitc Sturc
23.40
23.40
Annual Rycgrass - I lay
2.4'ruos
8115-51i 5
99
0
U
Irrig.
50
19,77
0
462.67
0.00
10243
5A
SS
White Store
2.50
2.58
Vcscoc Pastarc
*3.0 Tons
811-7/31
4112
0
0
Irrig.
112
44.74
0
111.84
0.00
10243
5[
SS
mnuka
8,0U
8,01)
Corn, Grain
78 bu.
2115.6/30
87
U
20
Irrig.
67
26,76
0
214.t0
0.00
10243
5C
ti5
Pinoka
8.00
8 00
Annual Itycgrass - Ilay
2.7'runs
8/15-5/I5
120
U
0
Irrig.
60
23.97
0
1 91 .73
0.00
10243
6A
S5
While Stnrc
8,00
8.00
Corn, Grain
78 bit.
2/15-6/30
SU
0
20
Irrig,
60
23.97
0
191.73
0,00
10243
6A
S5
While Store
8•UU
8.()0
Annual Ryegrass - I lay
2.4 Tons
8115-5/15
99
0
0
Irrig.
50
19.77
(1
158.18
0.00
Tidal Applied, 1000
gallons
2,665.03
;fibaitirf
Lagoon Liquids
Total Produced, 1000 gal tuns
672,3
Balance, 1000gulluns
-1,992,71
Total Applied, tans
= u
0,00
Manua Solids
Total Produced, flans
�t4vrie
0.00
Bulance, loir5
Notes: 1, In the tract cultitim, symbol - nn;ans leased, otherwise, owner!. 2. Symbol * means user entered data.
384405 Database Version 2,0 Date Printed: 1 1/5/02 WUT Page 3

Waste Utilization "!able
Yell r 3
Tract 1
Field
SUurca
I.U.
Soil Series
twat
Acre
use,
Acres
Culp
styli
Appllc.
Period
Nitrogen
PA
Nutrient
Iteq'd
IN/A
Comm.
Fort.
Nuiriclu
Applied
IbVA
ices.
(Ihs/A)
Apptic.
Method
Manure.
PA
Nutricol
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Munure
Applied
(Held)
Solid
Manure
Applied
(Field)
N
N
N
Ihs/A
1000
gal/A
tons i
IUUUsills
Ions
10243
1,2A
SS
I While Slurs
17.30
17.30
Fescue Pasture
013.0'I'ulls
8/1.7/31
•112
0
tl
Irrig.
112
44.74
U
773.961
0.00
10243
3,511,611
S5
While store
23,40
23.40
Annuul Ityegrass - Iluy
2,4'Fons
8/15-5/15
99
0
0
Irrig.
50
19.77
0
462.67
0,00
I0241
3,51J,61i
S5
While Store
23.40
23.40
Cullen
441 Ihs.
3/15-7/31
26
0
0
Irrig.
26
10.39
0
243.02
0.0t1
10243
5A
S5
White Store
2.50
2,50
Fescue Pasture
'3,0 1'olls
8/1.7/31
•1 I2
0
0
Irrig,
112
44.74
0
1 t 1,84
0.00
10243
5C
S5
Phiok+t
xmi
8.00
Ali luul Itycgrms • I hly
2.7'fims
8115-5/15
120
0
U
Irrig.
60
23.97
0
191,73
tumi
W243
5C
S5
Hooka
8.(lU
sm
Coum,
392lbs.
3/15-7/3)
32
tl
U
Irrig.
32
12.78
0
102.26
0,00
10243
6A
SS
While Slurs
8.00
8,00
Annuul Ityegrass - Ilay
2.4 Tons
8/15-5/15
99
U
0
Irrig.
50
19.77
0
158. is
0.00
10243
6A
SS
While Slurs
8,00
8.00
Cuuuu
441 Iba.
3/15-7/31
26
U
0
Irrig,
26
10.39
U
83,08
0.OU
ColasApplied,1000
Mal lons
2,126.74;;
Laguua Liquids
Tulul Produced, 1000 galluns
672.32,i,-,ss,;.F;t:.
Dalunce, 1000 gutluns
-1,454.4
ht
Total Applied, tuns'
'j;;'
0.00
Manure Solids
Total Produced, tuns
;G > f r=
0.00
Balance, hilly
,jN , '�:�
0.00
Nines: 1. M the lrucl column, symbol - terms leased, otherwise, owned. 2. Symbol * menus user elltmal data.
384405 Database version 2.0 Dote Printed: 1 1/5/02 WUT Page 4

Waste Utilization 'fable
Year 4
Trace
I Field
Nowce
I.D.
I Soil Series
'final
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nulricnl
Req'd
Ibs/A
Ca1nn►,
Ferl.
Nulricnt
Applied
Ibs/A
Res.
(Ibs/A)
Apptic.
Mctlmd
Muoure
PA
Nutrient
Applied
Liquid
Manua:
Applied
(acre)
Solid
Manure
Applied
(acre)
Ltguld
Munure
Applied
Wlcld)
Solid
Mrullare
Applied
(Field)
N
N
N
Ibs/A
1000
gal/A
Ions
MOO gull I
lulls
10243
1,2A
SS
I White Slurs
17.30
17.30
Fcsa ie Pasture
*10'Ibns
8/I-7/31
6112
0
0
Irrig,
112
44,74
0
773.9E
0.00
10243
3,513.611
S5
I While Stun
23,40
23,40
Wheat, Grain
39 bw
911-3/31
69
0
0
Irrig.
35
13.78
0
322.47
0.00
10243
.1,511,611
S5
While Slurs
23.40
23.40
Pearl Millell, I lay
2.1 Tolls
,1/1-9/15
97
U
0
Irrig,
97
38.75
0
906.65
0.00
1U243
5A
S.5
While Slow
2.50
2.50
Fescue Pasture
•3,01'uns
8/1-7131
0112
0
0
brig.
112
44,74
0
111.84
U.Ot!
10243
5C
S5
Pinuka
8.00
8.00
Wheal, (trout
39 bu.
9/1-3/31
78
{l
{!
Irrig.
39
15.58
0
124.63
000
10243
5C
S5
Pinuka
8.00
8.00
Pearl Milled, I lay
2.5 Tuns
Olt-9/15
124
0
0
Irrig.
124
49.53
0
396.25
0.00
10243
6A
55
While Store
8.00
8.00
Wheat, Grain
39 bit.
9/1.3/31
69
{}
0
Irrig.
35
13.78
0
110,25
0.00
10243
6A
S5
While Store
8.UI1
8,00
Pearl Millets, I lay
2.1 'funs
4/1.9/15
97
0
0
Irrig,
97
38.75
0
309.97
0.00
Total Applied,
1000 gallons
3,056.011
Lagoon Liquids
Total Produced, 1000 gallons
672.32
Balance, 1000 gallons
-2,383.E
Total Applied, lolls
sti
0.00
Manure Solids
Total Produced, ions
A
0.00
Balance. tons
suit ; rstayj,
0,(!0
Noses: 1. In the tract column, syl►thol - o►cans icusud, ollwrwisc, UWa}ed. 2, symbol' n►cans user entered data.
384405 Database Version 2.0 Date Printed: 1 1/5/02 WUT Page 5

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration
rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that
will not result in runoff. This table provides the maximum application rate per hour that may be applied to
each field selected to receive wastewater. It also lists the maximum application amount that each field may
receive in any one application event.
Irrigation ADDlication Factors
Tract
Field
Soil Series
Application Rate
(inchesihour)
Application Amount
(inches)
10243
1.2A
white Store
4 , c Q..28
0.96
10243
213.3,59,68
White Store
0.96
10243
5A
White Store
0.96
10243
SC
Pirroka
0.451
Fd
0.96
I0243
6A
White stem
Oq4t
0.96
3D iS rai Pram!:c"MP)f1-. W' Soil _5raLf
G-eeri n•8d � * rJ `�icr5 �°``� . � .� �esrL� � ��." We��e acre C erL. ;, cad, cry
R . C �.
..._........... ... _ �...
384405 Database Version 2.0 Date Printed: I I-05-2002 IAF Page I of I

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the n umber of animals in the facility and the plant available nitrogen application rates
shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting- Since
nutrient levels are generally very high, application of sludge must be carefully applied -
Sites must first be evaluated for their suitability for sludge application_ Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a
concern.
Lagoon SIudge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maxunum Sludge
Application Rate
1000 gal/ac
Minimum Acres
S Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
12, ba
150
13.16
8.96
17.92
26.88
6 ton R.Y.E.
L
300
26-32
4.d8
8.96
13.s4
bean 40 bu 1
160
14-04
8-40
15.80
2520
- - ------ -- ......
384405 Database Version 2.0 Date Printed: 1 1-05-2002 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of each month of the plan. Available storage capacity is calculated as the design
storage capacity in days minus the number of days of net storage volume accumulated The start date is a
value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at
which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than orequal to the design
storage capacity of the facility_ If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stomge Capacity
Source Natne I
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
04/02
ISO
Plan Year
Month
Available Storage Capacity (Days) "
1
1
149
1
2
ISO
1
3
ISO
1
4
ISO
1
5
180
1
6
180
1
7
I80
1
8
ISO
1
9
180
1
10
149
1
11
119
1
I2
88
2
1
57
2
2
ISO
2
3
ISO
2
4
150
2
5
119
2
6
89
2
7
58
2
8
147
2
9
180
2
10
180
2
11
150
12
119
3
1 1
88
3 1
ISO
..-...
38"05 Database Version 2.0 Date Printed. 1 1-05-2002 Capacity Page I of 2

Available Waste Storage Capacity
SOrce Name
I Swine Nursery Lagoon UquiR
I Design Storage Capacity (Days)
Start Date
04/02
180
Plan Year
Month
Available Storage Capacity (Days)
3
3
180
3
4
I80
3
5
149
3
6
119
3
7
88
3
8
177
3
9
180
I0
149
3
11
119
3
12
88
4
l
57 "
4
2
149
4
3
180
4
4
I80
4
5
.180.
4
6
I80
4
7
180
4
8
180
4
9
180
4
10
180
4
11
I80
4
12
149
Available Storage Capaciry is calculated as of the end of each month.
384405 Database Version 2.0 Date Printed_ 1 1-05-2002 Capacity Page 2 of 2

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
property apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application'. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen
needs for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass
filter strips are installed where runoff leaves the field (see USDA, NRCS
Field Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste
is applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season
prone to flooding (see "Weather and Climate in North Carolina" for
guidance).
3&405 Database Version 2.0 Date Printed: 1115102 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
g. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1,1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
38�05 Database Version 2.0 Date Printed: 1 115/02 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
38�05 Database Version 2.0 Date Printed: 1115102 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other
restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc
and copper levels in the soils shall be monitored and alternative crop
sites shall be used .when these metals approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and
waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a
minimum of three years.
Waste application records for all other waste shall be maintained for
five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
.. ...... .............. ... - .- .- -- ----- -- - ---_ _ _ _ ......
384405 Database Version 2_0 Date Printed: i 1/5/02 Specification Page 4

Crop Notes
The following crop note applies to fteld(s): 2B,3,5B,6B, 6A
Corn Piedmont
In the Piedmont, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and the remaining N behind the planter. The total amount of N is dependent on soil type. When
including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is
normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the
overall nutrient status of the corn. Timely management of weeds and insects are essential for corn
production.
The following crop note applies to field(s): 5C
Corn Piedmont
In the Piedmont, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant I-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting_ When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and the remaining N behind the planter. The total amount of is dependent on soil type. When
including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is
normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the
overall nutrient status of the corn. Timely management of weeds and insects are essential for corn
production.
394405 Database Version 2.0 Date Printed: 1 1-03-2002 Crop Note Page 1 of 5

The following crop note applies to field(s): 213,3,513,613, 6A
Cotton Piedmont
In the Piedmont, cotton is normally planted from April 15-May 5 when warm(above 65 F) temperatures
and dry weather are present and predicted to remain for at least 5 to 7 days after planting. Avoid planting
after May 20 if at all possible. Review the NCSU Official Variety "green book" and information from
private companies to select a high yielding variety with characteristics needed for your area and
conditions. Plant 4-6 seed/row foot at a depth of I/2-1". Adequate depth control is essential. Phosphorus
and potash recommended from a soil test can be broadcast or banded at planting. When planting early in
cool, wet soils, banded phosphorus will be more available to the young plants. Apply 20-25 lbs/acre N as
a starter and the remaining recommended N as a sidedress application 2 to 3 weeks after first square. An
option is to apply the 20-25 lbs/acre N as a starter and the remainder of the total N behind the planter.
When cotton is drilled(UNR) all the N is broadcast before planting. The total N needed is dependent on
soil type. Apply 1.0 lb/acre actual boron either at planting or at sidedress; or, foliar apply 1/2 lb/acre
actual boron with 1/4 lb/acre applied at early bloom and the other 1/4 lb/acre about 2 weeks later. The
boron needs to be available to the cotton during fruiting. Tissue samples can be analyzed during the
growing season to monitor the nutrient status of the cotton. Timely management of insects, weeds, and
excessive vegetative growth are essential for profitable cotton production.
The following crop note applies to field(s): 5C
Cotton Piedmont
In the Piedmont, cotton is normally planted from April 15-May 5 when warm(above 65 F) temperatures
and dry weather are present and predicted to remain for at least 5 to 7 days after planting. Avoid planting
after May 20 if at all possible. Review the NCSU Official Variety "green book" and information from
private companies to select a high yielding variety with characteristics needed for your area and
conditions. Plant 4-6 seed/row foot at a depth of I/2-1". Adequate depth control is essential. Phosphorus
and potash recommended from a soil test can be broadcast or banded at planting. When planting early in
cool, wet soils, banded phosphorus will be more available to the young plants. Apply 20-25 lbs/acre N as
a starter and the remaining recommended N as a sidedress application-1 to 3 weeks after first square. An
option is to apply the 20-25 lbs/acre N as a starter and the remainder of the total N behind the planter.
When cotton is drilled(UNR) all the N is broadcast before planting. The total N needed is dependent on
soil type. Apply 1.0 lb/acre actual boron either at planting or at sidedress; or, foliar apply 1/2 lb/acre
actual boron with 1/4 lb/acre applied at early bloom and the other I/4 lb/acre about 2 weeks later. The
boron needs to be available to the cotton during fruiting. Tissue samples can be analyzed during the
growing season to monitor the nutrient status of the cotton. Timely management of insects, weeds, and
excessive vegetative Growth are essential for profitable cotton production.
384405 Database Version 2.0 Date Printed: 1 1-05-2002 Crop Note Page 2 of 5

The following crop note applies to field(s): 42A, 5A
Fescue: Piedmont
Adaptation: Well -adapted.
In the Piedmont, tall fescue can be planted Aug. 20 to Oct_ 10 (best) and Feb. 15 to Mar_ 20. For
pure -stand broadcast seedings use 20 to 30 Ib/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Soil test for preplant and maintenance time, phosphorus, and potassium
recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only_ Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. I to Mar_ 20 and
Aug. 20 to Sept_ 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 2B,3,5B,6B, 6A
Wheat: Piedmont
In the Piedmont, wheat should be planted from October I0-November 3. Plant 22 seed/drill row foot at
1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 30 Ibstacre N at planting. Increase the N at
planting to 40 Ibs/acre in no -till wheat_ Apply phosphorus and potash according to soil test
recommendations at this time. The remaining N should be applied during the months of February -March.
The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to
monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential
for profitable wheat production_
3&4404 Database Version 2.0 Date Printed: 11-05-2002 Crop Note Page 3 of 5

The following crop note applies to field(s): 5C
Wheat: Piedmont
In the Piedmont, wheat should be planted from October 10-November 3. Plant 22 seed/drill row foot at
]-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Strtall
Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Increase the N at
planting to 40 lbs/acre in no -till wheat. Apply phosphorus and potash according to soil test
recommendations at this time. The remaining N should be applied during the months of February -March.
The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to
monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential
for profitable wheat production.
The following crop note applies to field(s): 213,3,513,613, 6A
Double -Crop Soybeans. Piedmont
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 4-6 seed/row foot for 7-8" drills and 6-8 seed/row foot for 15" rows. Seeding depth should be 1-1
1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can
be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable double crop soybean production.
The following crop note applies to field(s): 5C
Double -Crop Soybeans, Piedmont
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 4-6 seed/row foot for 7-8" drills and 6-8 seed/row foot for 15" rows. Seeding depth should be 1-1
1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can
be applied to the wheat in the Fail. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting_ to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable double crop soybean production.
384.105 Database Version 2.0 Date Printed: 1 1-05-2002 Crop Note Page 4 of 5

The following crop note applies to field(s): 2B,3,5B,6B, 6A
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): 5C
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): 2B,3,5B,6B, 6A
Pearl Millett: No Comment
The following crop note applies to field(s): 5C
Pearl Millett: No Comment
............ ................ ........ ......... .--...._..... .
39"05 Database Version 2.0 Date Printed: 11-05-2002 Crop Note Page 5 of 5

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ
EMERGENCY MANAGEMENT SYSTEM
SWCD _jAy - &9q - 351b ex.+• 3
NRCS _704 - b r 1- 3.1Kl63
This plan will be implemented in the event that wastes from your operation are leafing,
overflowing, or running offsite. 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 at the facility. The following are some action items you should take.
1 • Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate_
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application. .
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge_
d. Repair all leaks prior to restarting pumps-
D. Leakage from flush systems. houses, solid separators -action include:
a. Stop recycle pump.
b_ Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house. flush systems, or solid separators.
1 December 18. 1996

e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a_ Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the 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 waste reach any surface waters?
b. -Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f_ Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours. call your DWQ (Division of Water Quality) regional office;
Phone - - After hours, emergency number. 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been undertaken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number q
c. Instruct EMS to contact local Health Department.
d_ Contact CES, phone number7cq--f4�7,;olocal S WCD office phone number 7 a 3SY, and
local NRCS office for advice/technical assistance phone numberroF. u-351(-
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.
Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: _
b. Contractors Address:
c. Contractors Phone:
2 December 18, 1996

6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.
a. Name:
b. Prone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
December 18, 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production Q Vegetative or wooded buffers;
❑ Recommended best management practices;
El Good judgement and common sense
Animal body surfaces • Dirty manure -covered animals p Dry floors
Floor surfaces • Wet manure -covered floors ❑ Slotted floors;
❑ Waterers located over slotted Moors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
T ❑ Underfloor ventilation_ for dryings
Manure collection pits • Urine; p Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
Q Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ❑ Fan maintenance;
• Dust Cl Efficient air movement
Indoor surfaces • Dust
0 Washdown between groups of animals;
Q Feed additives;
C1 Feed covers;
❑
Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon
❑
Flush tank covers;
liquid while tanks am filling
Cl
Extend Fill to near bottoni of tanks with
�.
anti -siphon vents _
Flush alleys
• Agitation during wastewater
❑
Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycILd lagoon
❑
Exiewl recluirge liras to near Wilotu of pits
liquid while tits arc fillipg
Milt miti-si Ilion vents
Lift stations
• Agitation during sump tank
CI
Sump tank covers
tilling and drawdown
Outside drain collection
• Agitation during wastewater
©
Box covers
or junction boxes
conveyance
AMOC - November 11, 1996, Page 3

Source Cause BMi's to Minintize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyancer lagoon liquid level —
Lagoon surfaces • Volatile gas emission; 0 Proper lagoon liquid capacity;
• Biological mixing; O Correct lagoon startup procedures;
• Agitation ❑ Minimum surface area -to -volume ratio;
O Minimum agitation when pumping;
❑ Mechanical aeration;
0 Proven biological additives
Irrigation sprinkler
•
High pressure agitation;
iJ
Irrigate on dry days with little or no wind;
nozzles
•
Wind drift
❑
Minimum recommended operating pressure;
❑
Pump intake near lagoon liquid surface;
❑
Pump front second stage lagoon
Storage tank or basin
•
Partial microbial decomposition;
❑
Bottom or midlevel loading;
surface
•
Mixing while filling;
❑
Tank covers;
•
Agitation when emptying
CQ
Basin surface mats of solids;
ri
Proven biological additives or oxidants
Settling basin surface
•
Partial microbial decomposition;
p
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when-empling
n
Remove settled solids regularly
Maliure, slurry or sludge
•
Agitation when. spreading;
n
Soil injection of slurry/sludges;
spreader outlets
•
Volatile gas emissions
t1
Wash residual manure from spreader after use;
f 1
Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions while
f1
Soil injection of slurry/sludges;
slurry or sludge on field
surfaces
drying
rl
Soil incorporation within 4$ hrs.;
r7
Spread in thin uniform layers for rapid drying;
-a—Proven
biological additives or oxidants
Dead animals
•
_
Carcass decomposition
rl
Proper c!422sition of carcasses
_
Dead animal disposal pits
•
Carcass decomposition
r1
Complete covering of carcasses in burial pits;
n
Proper locationlconsirucilon of di!2osai pits
incinerators
•
htcomplele combustion
r1
Secondary stack burners
AMOC - November 11, 1996, Page 4

Source Cause BMI's to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; ❑ Grade and landscape such that water drains
facilities • Microbial decomposition of away from facilities
�T organic matter T�
Mud tricked onto • Poorly maintained access roads ❑ Farm access road maintenance
public roads from farm
accxss
Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; P11i-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From:
NCSU, County Extension Cenler
NCSU-BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - SAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Sourcce Cause QMPs to Minimize Insects Site Specific Practices
OEM ,,n Fi iF11l: r r, .;r. rr Liquid Systems
Flush Gutters a Accumulation of Solids ❑ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed;
❑ Remove bridling of accumulated solids at discharge T
Lagoons and Pits • Crusted Solids ❑ Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of to more. than b -
8 inches over more than 30% of surface.
Excessive Vegetative 9 Decaying vegetation ❑ Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
T _ DEX Systems
Feeders • Ned Spillage ❑ Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
❑ Clean up spillage on a routine basis (e.g., 7 - 10
clay interval during summer; 15-30 clay interval
during winter).
Feed Slorage Accumulation of feed residues ❑ Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g,,
covered bin for brewer's grain and similar high
moisture gratin products).
[1 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
Animal Holding Areas • Accumu4tuons of animal wastes ❑ Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
❑ Maintain fence rows
animal holding area
accumulations of wa
remove or break up
heeded.
AMIC - NUVCInbUr 1 1 . 1990, Nhgu I
s
and filter strips around
to minimize
stes (i.e. inspect for and
accumulated solids as

Source Cause I)M1's to Minimize Insects Site Smeiiic Practices
Dry Manure Handling Accumulations of animal wastes 1J Remove spillage on a routine basis (e.g., 7-10
Systems day interval during summer; 15-30 day interval
during wituer) where manure is loaded for land
application or disposal.
p Provide fo adequale drainage around manure
stockpiles.
© Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC 27695-7613
AM1C - 1+luvembcr 11, 1996, Page 2

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.
Rendering at a rendering plant licensed under G_S. 106-168.7.
U-Z Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of size and design
approved by the Department of Agriculture.
0 Any method which in the professional opinion of the State Veterinarian would make
possible the salvage of part of a dead animars value without endangering human or
animal health. (Written approval of the State Veterinarian must be attached)
December 18, 1996

Wettable Acres Determination Certification
Name of Facility:` Lou�,I�;+-� _ Facility Number � `�._
Owner(s) Name: Phone No: —r k�
Mailing Address: R ik_
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Feld Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along -.with the
applicable Waste Utilization PIan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below_
Owner Name: L ° `r -r w ✓ �-
Owner S
Technical Specialist Name:
v—//—'�/U
Technical Specialist Signature: Date: '3-q
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialisu?E Name:
Irrigation Specialist/PE Signature: -_--Date: ---Date: _ - ---_-- -,
I I'
Submit this form to: �,,AR 2 4 2009
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99
R€CEIVED / DENR / DWp
Aquifer P"F,ction Section
MAR 1 ,, 2009

GAWWP R'aWll- Traveling Gun CAmqmUlim4 Wa►idea . 2-20-99
Hard Hose Traveling Gun System
ti
COMPUTATIONAL WORKSHEET
l . Farm Number (Identification) 7-557 _ - Field Number (Identification) r!Iv.,
Z. Irrigation System Designation E tin�¢�L,rii ation stem New/ Expanded Irrigation System
3. Number of Travel Lan it o Lanes �" # Exte no es c t r feet Len of 1
:.I ] � 1�(I- )
m Interior Lanes # Exterior Lanes ,Meet] Length of pull(U)
m Interior Lanes # Exterior Lanes ,Meet] Length of pull(L3)
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location
Travel Lane Length (LI) Interior or Exterior (LanelHydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L1)
{Pull Length[feet] X Wetted Width. [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length (L2) Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table _ Column
(b) Acres middle portion of pull (LI)
{Pull Length [feet] X Wetted Width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (12) (Sund: a + b + c)
Travel Lane Length (L3) Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table - Column
(b) Acres middle portion of pull (Ll)
{Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (1.3) (Sum: a + b + c)
B. Multiply the tabulated irri_ated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irritated acreage for the field.
(a) Acres per Travel Lane Length (L1)
X
Lanes =
Acres
(b) Acres per Travel Lane Length (L2)
X
m Lanes —
Acres
(c) Acres per Travel Lane Length (I..3)
X
# Lanes —
Acres
Total CAWMP Wettable Acres for R Sum: 8a + 8b + 80
Wettable Acre Computational Work -sheet Completed by-. Date:

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSIBEET
Farm Name: �..s :..�C ��r�.�. Facility Number: Oil
Manager or Producer Lo.t,,� s _ IJ;..�t.=�- Phone # CJOH ) Sk-(FSq
Technical Specialist: 14 L I r Phone # (104ZI IQ
MRCS
Facility Contact: S r__e Ate" r Phone # ( 1
Mailing Address:
Was farm sited for animals prior to 10/1/95: Y No
If No, date farm sated for animals: I I
irrigation System TMe
(Chc& 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
X_ Hose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR-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.
!� y / jo / �
Signature OA=ager or Produ=) Date

cAWUF Wor_abte ACM Tr -1mg Cum Fidd Dare shmt. =0/"
Hard Hose Traveling Gun System
FIELD DATA SHEET
L Make and model number- Ac"c< k-ZO. neC-A-
2. Hose length _ l OOD� ffeetj and hose inside diameter (ID) .3 finchl
3- Gun make and model number ISO
4. Gun nozzle size . & t., [mchl, Na ring orifice, taper bore orifice.
S. Gun arc angle_ [degrees]
qr
6_ Travel lane spacing I go� [feet]. Indicate whether _)L_uniforan� random.
Number of exterior hydrants Number of interior hydrants
7. Gun wetted diameter 7 5� [feet]. _ measured, based on gun chart.
8. Gun pressure V) [psi]- observed at working gauge,
determined from gun charts, calculated (show calculafdons)
**9- Operating pressure at hose reel [Psi]. observed at working gauge,
provided by owner.
** 10. Supply line size [inch] (from pump to last hydrant).
* * 11- Supply line length feet (maximum pumping distance):
** 12. _ Supply line type PVC, aluminum
**13. Pump make and model number
* * 14. Pump capacity, [s_prn] -
**15. Engine make and model numberor
**16. Electric motor horsepower and rpm [hp] _ frpm] e
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be held 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. Shove the location of the supply line.
Irrigated acres will be determined by travel lane
*" Optional data, furnish where possible.
* * * Information furnished
4✓ and/or
$ignatur of Oa or Facility R-.prsentative
L 5u,''q Uh
Printed Name of Owner or Facility Representative
Of
Printed name of Technical Specialist
Date q — %'l - L % Date f
. )N
*** Only the person or persons collecting the data should lign the data sheet.

MODELS F _ AT & Pi 50T 240 Trajectory Tap-,r Bare Nozzle
tioais
7.0
GPM DU►.
rioai*
a.f
GPM DIA.
tioul•
Q..
GPM DIA.
boas.
QPM V
DIA.
t+aas.
GPM DI&
Boaz.
4aPW DfA.
ffaz-za
GPI.\[\ DIA.
so100
250'
130
270'
144S
2g0'
205
210'
tbd
330'
300
sob'
Sao
Saco
as
110
226'
143
296'
142
306'
225
326'
276
345'
320
lad'
ass
ssa•
70
120
280'
156
300'
tOT
320'
245
S40'
lag
360'
365
330'
415
2sb'
s4
128
220'
166
310'
210
336'
260
359'
31a
376'
380
925•
445
410'
Op
135
300'
176
320'
223
346'
175
Sag-
S35
3s1O'
406
410'
475
425'
tp0
143
31 W
196
330'
235
$56'
290
3T50
$56
400'
416.
420'
$00
440'
110
150
220'
165
340'
247
365'
306
225'
3TO
410'
446
420'
625
450'
tW
197
320'
204
360'
269
$75'
220
226'
ass
420'
489
440'
645
490'
AATL"
21"fir.
24"nW.
24"fir.
29"1lir
31"fir.
i4"Rx.
3T'1tr.
MODELS F15OR & P16OR 24° Trajectory Ring'Noz ire
Run
R1nq
Itsna
fund
lu"
lung
pin.
.aa
.9r
1.oa'•
1.1a"
1.2a••
1.34•'
1.4t
P.S.I.
GPM
DUL
GPM
DUI.
GPM
DIA.
GPM
DIA.
GPM
DIA.
DUI.
GPM
DIA.
a0
100
245'
130
tab'
165
Yea'
2d6
200'
2S5
320'
202'...— 3E'
250
2501,
as
110
2190'
143
250'
192
200'
225
315'
275
225'
230 . age'
ass
365'
TO
120
270'
`1
2W
117
#10:
24�
356 391'
41S
380'
296 3 0
so
122
280'
lag
300'
210
320'
240
340'
315
$80'
390 390'
445
226'
90
126
290'
175
310'
223
320'
275
330'
336
S70'
405 320'
475
405'
t00
143
300•
186
320'
235
--940'
200
380'
386
Saco
425 400'
500
415"
1t0
150
310'
195
330'
247
330'
205
3T0'
STO
290'
446 410'
625
425'
1Zfl
157
315'
204
336'
258
360'
320
250'
285.
400'
465 420'
945
425'
•
RATE—
23"lhr.
2t3"II1C.
29'•lsv.
32"ltsr
24"Itir
37'•Rx.
40"iH[
REEL RAIN MAXIMUM TRAVEL LANE SPACING
(FEET)
Percent of Wetted Diameter
Sprinkler
Wetted
50 55
60 65
70 75
80
Wind Over
Wind Up To
Wind Up To
No
Diameter,
Feet
10 MPH
10 MPH
5 MPH
Wind
200
i00 110
-
140 150
160
250
125 137I'
'-
175 187
200
300
150 165
210 225
240
350
175 192Nh.
1t}�f�Z?
245 262
280
400
1 200 220x2.
;fir:-
280 300
320
450
225 248
:2T(
315 338
360
y
.v'Si50i+riv.
550
`275 3023Q
n 38
A
385 ,12
440�
600
304 330
x� <:_ .
� �3f�`<.s��35f,(3`}
420
10SS,ZC
2
z,3�

20
S A DAS SERM I RULRAIN AMTENT & CRAM
SPEED CHART
Model 1030 From Serial # A33162>
SPEED
GEAR
RPM
SPEED
GEAR
RPM
SPEED
GEAR
RPM
.75
L-1
1770
5.00
H-2
2830
9.00
H-3
2670
1.00
L-1
2360
5.25
H-2
2980
9.25
H-3
2740
1.25
L-1
2950
5.50
H-2
3120
9.50
H-3
2820
1.50
L-2
2100
5.75
H-2
3260
9.75
H-3
2890
1.75
L-2
2450
6.00
H-2
3400
10.00
H-3
2960
2.00
H-1
1910
6.25
H-3
1850
10.25
H-3
3040
2.25
H-1
2150
6.50
H-3
1930
10.50
H-3
3110
2.50
H-1
2390
6.75
H-3
2000
10.75
H-3
3190
2.75
L-3
2020
7.00
H-3
2070
11.00
H-3
3260
3.00
L-3
2200
7.25
H-3
2150
11.25
H-3
3340
3.25
H-2
1840
7.50
H-3
2220
11.50
H-3
3410
3.50
H-2
1980
7.75
H-3
2300
11.75
H-3
3480
3.75
H-2
2130
8.00
H-3
2370
12.00
H-3
3560
4.00
H-2
2270
8.25
H-3
2450
12.25
H-3
3630
4.25
H-2
2410
8.50
H-3
2520
12.50
-
-
4.50
H-2
2550
8.75
H-3
2590
4.75
H-2
2690
SPEED CHART
Model 1030 From Serial # A33162>
SPEED
GEAR
RPM
SPEED
GEAR
RPM
SPEED
GEAR
RPM
R
.75
L-1
1770
5.00
H-2
2750
9.00
H-3
2590
1.00
L-1
2290
5.25
H-2
2890
9.25
H-3
2660
1.25
L-1
2870
5.50
H-2
3030
9.50
H-3
2730
1.50
L-2
2040
5.75
H-2
3160
9.75
H-3
2810
e
1.75
L-2
2380
6.00
H-2
3300
10.00
H-3
2880
i
2.00
H-1
1860
6.25
H-3
1800
10.25
H-3
.2950
2.25
H-1
2090
6.50
H-3
1870
10.50
H-3
3020
2.50
H-1
2320
6.75
H-3
1940
10.75
H-3
3100
2.75
L-3
1960
7.00
H-3
2010
11.00
H-3
3170
3.00
L-3
2140
7.25
H-3
2090
11.25
H-3
3240'
3.25
L-3
2310
7.50
H-3
2160.
11.50
H-3
3310
3.50
H-2
1930
7.75
H-3
2230
11.75
H-3
3380
3.75
H-2
2060
8.00
H-3
2300
12.00
H-3
3450
4.00
H-2
2200
8.25
H-3
2370
12.25
H-3
3530
4.25
H-2
2340
8.50
H-3
2450
12.50
H-3
3600
4.50
H-2
2480
8.75
H-3
2520
4.75
H-2
2610
6-15

Louis Winfree Swine Farm
Swine Waste Irrigation Application System
Layout Map
Scale: 1" = 220'
;v,/ z�
5 V I UI I
t9 �•.���. Holg^'.
ti a 4�r, Operat'lbn
"xPond one pull .
`.. � 5B,
2AIt �
\�5\\
t /'�i P�Gr Darr
-- -- ----
Legend--------
^
Aluminum Mul f5pe
f I GSO r1. needed5
Wcned bul nol—nlM in
Pull refcutelion
r %
100 fr. buffer around well
Gun Diameter - Oegfn
......_-j
Gun Diamrlrr- End
•- • -..-.
nigni.d ricld lWundxrp
from W Term MAP
- --
25 fl. buffer along perennial
WAter
p-
1
atarv/flop mwmmrnl
3
�4iYy,n \
"AYESN Epe—W Yrrppy 4an'Ury OA
a19 ApLudiml 1-•aeP W aC°4d p 1'rt]P F fAD
WNboYd N nA han °rq IANrMr�R11-°rlEacf rrdl/rhy W F4!
r{pW tle[YadA+�ru�tlwln Mrr npghlewwar ..I Yrle f°RI
Dpwrfm rYd 10'Sg1, CarMlpm ranoirw Ktelw� [rle4d 1IXYW
SrMt* Rrpirnwi� - 25' hom NMkr »br, Im 4em »r

ury 5 - s[ 1 �'
4v.-Od id 9 pie �!

Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number_ J��icl S d 1-1 !P
B. Lagoon Identification L -
C. Person(s) Taking Measurements
Richard Melton
D. Date of Measurements 11 f 0 510 7
E. Methods/Devices Used for Measurement of
a. Distance from the lagoon liquid surface to the top of the sludge layer:
RECEIVED
NOV 16 20V
Disc on a rope
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon:
Utilized data from last year
c. Thickness of the sludge layer if making a direct measurement with "core sampler':
REGONALOFRCE
F. Lagoon Surface Area (using dimensions at inside top of bank): .71 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estisffle number of sampling points:
a ess than 1.33 acres: Use 8 points
b. If more than 1.33 acres, acres x 6 = , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2).
1. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gauge pole): 20
of
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level 2 2"
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 2"
(Item J minus Item I. assuming the present liquid level is below the Maximum Liquid Level):
L. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): 7-8-
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the top of the sludge laver (average for all the measurement points): 3.8
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.0
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M minus Item K): 1.6
6
(Nate; If Item O is less than 4 feet, a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular -
shaped lagoon with
1/ uniform side slopes.
Completed by: t c, hQ.-d (/ . {
Print Name Signature
14

Appendix 2. Sludge Survey Data Sheet*
Lagoon Identification:
Sludge Survey Data Sheet Louis Winf ree
Completed by: : t Date: 11--C — 0 7
Print Name Signature
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom soil
(C) minus (B)
Thickness of sludge
layer
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
4.1
7.5
3.4
2
4.3
7.5
3.2
3
3.3
7.8
4.5
4
5.9
7.8
2.9
5
2.2
7.7
5.5
6
2.6
8.2
5.6
7
2.2
8.0
5.8
8
5.5
7-8-
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Avera a
3.8
7.8
4.0
*All Grid Points and corresponding stud a layer thicknesses must b shown on a sketch attached to this
Slu&e Survey Data Sheet.
See Appendix 4 for conversion from inches to tenths of a foot.
15

rn

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural ResoGrces
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004
OCT 15 2004
Louis Winfree
Louis Winfree Farm DENR - FAYEMLLE RMIONAL OFFICE
Rt 2 Box 389
Wadesboro NC 28170
Subject: Certificate of Coverage No. AWS040010
Louis Winfree Farm
Swine Waste Collection, Treatment,
Storage and Application System
Anson County
Dear Louis Winfree:
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 2003-28).
In accordance with your application received on January 27, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Louis
Winfree, 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 AWS040010 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 Louis Winfree Farm, located in Anson County, with an animal capacity of no
greater than an annual average of 3520 Wean to Feeder 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 keeping
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
NorthCarohna
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 anew 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 (919) 715-6I 86.
Sincerely,
U
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
Anson County Health Department
Anson County Soil and Water Conservation District
Permit File AWS040010
APS Central Files

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
Louis Winfree
Louis Winfree Farm
Rt 2 Box 389
Wadesboro NC 28170
Subject: Certificate of Coverage No. AWSO40010
Louis Winfree Farm
Swine Waste Collection, Treatment,
Storage and Application System
Anson County
Dear Louis Winfree:
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 January 27, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Louis
Winfree, 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
supersedes and terminates your previous COC Number AWS040010 which expired on April30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Louis Winfree Farm located in Anson County, with an animal capacity of no
greater than an annual average of 3520 Wean to Feeder 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 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 CAV W 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.
f9ENER
Non -discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet http:Yh2o.enr.state.nc.uslndpu
Telephone [phone] Fax [phone]
Telephone [phone]
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Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Di'vision 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 Sue Homewood at (919.) 733-5083 ext_ 502.
Sincerely,
Id4ZIII-
v
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
Anson County Health Department
Anson County Soil and Water Conservation District
Permit File AWSO40010
NDPU Files

State of North Carolina
Department of Environment
and Natural Resources
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Louis Winfree
Louis Winfree Farm
Rt 2 Box 389
Wadesboro NC 28170
Dear Louis Winfree:
/ • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 2, 2000 _ dd
REG
ftT 13 2000
1".;-k'ti; i-TEV€ L—M
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Louis Winfree Farm
Facility Number 4-10
Anson County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated- Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Bob Heath on 2/3/99 was made to review the actual number of acres at your facility that
receive animal waste during land application. The evaluation of your facility has yielded one of the following
two results as indicated by the box marked with an "X".
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Bob Heath the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Bob Heath, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Bob Heath at [phone]. If within 90 days you are unable
to provide Bob Heath with the information you are automatically required to complete
a Wettable Acre Determination as described by Category 2 below, within 180 days
of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 5001c recycled/10% post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWO and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
Kerr T. Stevens
cc: Fayetteville Regional Office
Anson County Soil and Water Conservation District
Facility File

State of North Carolina '
Department of Environment- = U CtiiJ
and Natural Resources
Division of Water Quality FEB ` 2001
fr i 1w.lw E
Michael F. Easley, Governor
William G. Ross, Jr., Acting Secretary
Kerr T. Stevens, Director
February 1, 2001
LOUIS WINFREE
LOUIS WINFREE FARM
RT 2 BOX 389
WADESBORO NC 28170
1 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWSO40010
Louis Winfree Farm
Swine Waste Collection, Treatment,
Storage and Application System
Anson County
Dear Louis Winfree:
In accordance with your application received on October 31, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Louis Winfree, 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 Louis Winfree Farm, located in Anson County, with an
animal capacity of no greater than 3520 Wean to Feeder 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.
The facility's CAWMP meets all requirements in place at the time of certification. However, it appears
that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization Plan.
The owner should begin to address this inconsistency as soon as possible.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWSO40010
Louis Winfree Farm
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]_ if you need additional information concerning this COC or the
General Permit, please contact Stephanie Milam at [phone] ext. 544.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all ec's)
Anson County Health Department
Fayetteville'R`egiorial-O€fce - 1htdF QualAy_Sect o
Anson County Soil and Water Conservation District
Permit File
NDPU Files

i4,
State of North Carolina
2.
Department of Environment and Natural Regaw(3
Division of Water Quality
Non -Discharge Permit Application Form OCT 3 f 2000
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN EN�AL)
General Permit - Existing Animal Waste a ECTION
"' c,u- ef117irfU1g
The following questions have been completed utilizing information on rile 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.
GENERAL INFORMATION,
1.1 Facility Name: Louis Winfree Farm
1.2 Print Land Owner's name: Louis Winfree
1.3 Mailing address: Rt 2 Box 389
City, State: Wadesboro NC Zip: 28170
Telephone Number (include area code): 7 67 q — Ely— 6 2r ?
1.4 County where facility is located:
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for stYi_—
ds. Please include a copy�
7_ �6 z 7 le ff
of a county road map with the location of the farm identified): Fu * -I / in; & o le
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Carroll's Foods Inc.
1.8 Date Facility Originally Began Operation: & V, _
1.9 Date(s) of Facility Expansion(s) (if applicable):
OPERATION INFORMATION:
2.1 Facility No.: 04 (county number); 10 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
3520- Certified Design Capacity
Is the above information correct? ® yes; F__1 no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals T e of Poul No. of Animals Tyne of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 7/7/99 Page 1 of 4 04 - 10

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 13.00 ; Required Acreage (as listed in the AWMP):
2.4 Number f lagoon torage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or 9
(please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
E; 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? liU
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space
provided next to each
item.
Applicants Initials
3.1 One completed and signed original and 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 trust include the following components. Some of these components may 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.
-33.4 The soil series present on every land application field.
-33.5 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.
--3F.3.9 The required NRCS Standard specifications.
-33.10 A site schematic.
—3:3.1 1 Emergency Action Plan.
-3- 12 Insect Control Checklist with chosen best management practices noted.
—3:3:13 Odor Control Checklist with chosen best management practices noted.
-- 3.14 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 may be 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.
FORM: AWO-G-E 7/7/99 Page 2 of 4 04 - to

Facility Number: 04 - 10
Facility Name: Louis Winfree Farm
4. APPLICANT'S CERTIFICATION:
I, LOu i 5
(Land Owner's name listed in question 1.2), attest that
this application for �-y q 1`5 t✓ ,`"a -f-, "e._ Fe-- -/"i (Facility name listed in question 1,1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature '2 ✓ r Date /
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I. _ (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE 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 PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 717199 Page 3 of 4 04 - l0

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Louis Winfree Swine Farm
Swine Waste Irrigation Application System
Layout Map
Scale: 1" = 220'
I ryikt pu I I
HO
a Oyerat' n
5A
i'{r lane �.Il � .\�\ I / ,•� �'
Pond
2A�
1 �•��lf�:rirY' �d 3
2B l
�Yr`r ua
� r f
V
Legend__
Aluminum lnyaut lYpe
I I r1.�0 !t.1-1,df
Wetted 1.1 not counted in
pull c"Iruhdion
i 1
100 fl. Duffer around W11
.�
G,ur I�Ni,,
• -
Uigitiu•d 15e1.! IWundlry
from IS1 fenn 6L;l
25 fs, Duffer along Ixrenniut
—ter
's
swUs1W lnor—ni
NOTES b Dpndm W'ftUY bN' DaYmWuma T
�p G9Xliad ham 1•�660' aan Karr9» 1'N7A'NGD
Wtl bnY6 m w� FoinaW arauarrrar - Nntl anu1W1y0 in foie
luipNn mrdmw+rurW taw wp4�gr.n IKOYari �-1 ram A 0)
Denim rM t6W. Cannot . C 0.44 AM.01W GNMO IM191
SaFnd PW*" r-x Fan kot m .1W b"rwl
r

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: Facility Number: OLt - l a
Manager or Producer _ oaas',, Phone # Be)&St{-&QSJ
Technical Specialist: -- f.yu"L. Phone # -&A 15 - V 1
MRCS
Facility Contact: ,CC AnIftL,, r_ Phone #
Mailing Address: R Z max A,,? 5
Was farm sited for animals prior to 10/1/95: Y No
If No, date farm sited for animals:
Irrigation System Tvae
(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 IRR-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.
i
16a�
will- y / 10 / L Q
Signature(Manager or Producer) Date

+ , AitI7111I. W�15TS H.I�rT11['• `tP2IT >pi:.Alt CaRSIi�CIL'i'2nal inH lrti��,�7I1 tsf'i•trt�L❑ iL>tDL.O??
•fi1r•RRJr rwttrrzt tb+ Comp!-_ _4 fdrnt i`d thM rii•riAioa of Enviroaman0:*1 HartaQwment I<t
tirw addrwwi en th& rovdrlr •idA oir khis form.
t t,,.n.o cr F F rR r m ( P
AWrps9 r
sm print)t
Fhorre Fla. t A4-")4- MJ4 - SD4V
_ C__ i`7n _ _ _ County:_
Farm lo•-ntionr Latitude Arid DZ_ L-7- /to 0& 3_6 (required). Also.
rleasq atterch a COPY of a county road map with locaton identified.
T}•(-e of r_rgration (sain4. layer. dAlry, Ate.) 3_C5ba:, .c
Le�(gn cnp"city (n,rmbsr of urtlmn1m) t_-3%?�M _
ltv+tm7r! siz' of. or -ration" (17 month poPralation ?A--)
Avermq, Mcrgngn ndeddd For land OF waste (Acr49) f_ N -
-._---- .----11-------RTf----. _f------ f1-----wf�rf
Technical Specialist CArtifietbiom
�w +. t,11nicni appejalfa►: detnignat"d by tho !forth CArnllr+ps soil Purl wr+tor
r •rry4er ration commi+elon Pvrsliarrt to ISA FICAC 6T .0005, I cartify thait the near Or
erran-3sd animal waste manag--m4nt system as installed tot the farm named nbovA
Iran an animal waste management plan that meets the deeign. cvnetrMcr-ion,
or�raFion and m.1IAtanAncd standards hard 9Pdr_iFications of the bivisi_cn of
Fn rirortmental Minagnment and the USDA -Soil Constrvation Service and/or the Vorth
Carolina Soil and Water Conservation Commission pursuant to 1.SA t1CAc 7.11.0211 snd
IVA tl-Acl Cr ,onni-,[fOnS. Tho following .ilemettts And their rvtr.esPeri+�iG.rt fni(nit"Mr
cr.1t^rla ltrrv.abaaan verified by m•�% or oth-±r deefgn++ked technical specialists and
are 1n^_lraded in the Flan as arplicablet minimum separations (briffers) r liners or
--I,rl,ralqnt for lagoons or -Alta storage pondst west* 4h_orngA capAcityi adngnntet
mimntity ar+d amount of land for want" utilization (or use of third pyrty) t nccegs
•rr n•.,nershi.p of proreer wAstp ar rlication equipment: schedula for timinq of
-T,f-1 kmh-ft f I nn'l lire rAtwl f A114 hb4a Cy" n4r. l n! %11 + et t o-I'Mr. gw
Of. n-rl lut-ants from atormwRt*r tu"mEF events less severe than the 25-year, 24-!tour
storm_
Trrmw or Tw..l,niaal. Spociali.i- (PlaasA
Af.fili:+tion•
1lddres9 (llgency), : s Phone
SignaFure-
------»a-»-�-a»-- ------fffnar�J"J Jf R•J'l werrra�ra`�h���,eae.a�a•sftrr»
rJ'•rn•ar/HfanR7wz J1Qrwamwnt %'
l (-e) understaatd the o��r.ation an,3 maintenance procbddren established in the
-approved nrtimal waste management plan For the farm named above and will implement
this, procedures. r (•ire) khow that arty additional expansion to the existing
design capacity of the waste treatment and 9toragd system er corrstr+ictiott of new
f,cilities will require A new certification to be submitted to the Division of
F.rr•rir,7nmerttai rlanag=merit before the new animals are stocked. I (wo) also
+rn-lernNand that there must be no discharge of animal waste from this system to
s+trrace asters of the state dither through A man-made conveyance or through
r"rtoFF from a ntorm e'rent leas ssvdra thatt the 7.5-year, 24-hour storm. The
nrf+ro-7-1 plyrt will be Filed it flip Firm astd At the of£icb of the local Soil and
4rmtpr ►'onsprvZtion District.
Trwmw of L*nd O,.rn4r (Plpasq Prt tt) r Lou;
11mmo of 144rrAo*r. if differetrt from owner (Please print) t
Fticr+atr)r.e• ' WtA•
11?t2r A cl+art7e in land owrrtirahip regrtires notificatich or A new certification
(iF the apprc•red plan is changed) to be submitted to the Division of
F.rn,irorimQntaI 11anngement within 6h days of a title transfer.
bE14 USE 011LY!ACIIET4N

r
BROWN CREEK Soil Water G varion District ISDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN -
Animal waste must be land applied at a specified rate to prevent pollution of surface water and/or groundwater.
Plant nutrients in animal waste should be used to reduce amounts of commercial fertilizer required for crops (in
the fields where the waste is applied). This waste utilization plan uses nitrogen as the limiting nutrient. Waste
should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize fertilizer value of
animal waste; and, to ensure that it is applied in an environmentally safe manner:
1). Always apply waste based on crop needs and nutrient content of the waste. Do not apply more nitrogen.
than the crop can utilize.
2). Soil types are important... they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities.
3). Normally waste shall not be applied to land erodingat greater than 5 tons per acre per year. With special
precautions, waste may be applied to land eroding at up to 10 tons per acre per year.
4). Do not apply waste on saturated soils, when it is raining, or when the soil surface is frozen. Any of
these conditions may result in runoff to surface waters which is not allowed under NCDWQ regulations.
5). Wind conditions should also be considered to avoid drift and downwind odor problems.
6). To maximize the value of nutrients for crop production and reduce the potential for pollution, waste should
be applied to a growing crop, to bare ground not,more than 30 days prior to planting, or, to a forage within
30 days of breaking dormancy. Injecting waste or disking will conserve nutrients and reduce odor
problems.
This plan is based on the waste application method shown. Nutrient levels for different application methods are
not the same; therefore, changing application methods in the future will require a change or revision of this plan.
Estimated acres needed to apply the animal waste are based on typical nutrient content for this type of opera-
tion. Actual acreage requirements should be based on the waste analysis report from your waste management
facility. In some cases a plant analysis may be beneficial- and, allow additional waste to be applied. The land
area receiving waste should be flexible enough to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for the crop being managed and grown.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217
adopted by the Environmental Management Commission.
Page 1 ANSON COUNTY NC

BKOWN CKEEK Soil Rater Conset zon Discricc L Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
Estimated Annual Waste & Nutrient Production
based on figures below
WASTE
APPLY DESIGN SIZE ANNUAL WASTE PLANT AVAILABLE
ANIMAL PROD. UNIT TYPE WASTE SYSTEM METHOD # CAPACITY PRODUCED NITROGEN (PAN)
.. ... •Fk - . 3520 0.0066 acre-inchlunit 68 lb.lac.-in.
Waste Generation Figures based on lagoon design pump vol. PAN based on NRCS Tech. Guide Std. 633
Amount of Waste Produced per Year* 23.2 acre -inch approx. 630842 gallons
Amount of PAN Produced per Year 1580 Ib. Plant Available Nitrogen
'Amount of waste produced per year does not include excess wash water or run-off, if any.!.
Applying all this waste in a timely manner is a big iob ... requiring time,planning and appropriate equipment_
The following land/field acreage in Table 1 and Table 2 will be needed for waste application based on crop grown
and waste application method listed. See Appendix 1 for a list of Soil Types, Realistic Yield Expectations, N
Application rates, and Commercial N use assumptions used to develop this plan. See recordkeeping FORMS
(attached) for required waste utilization records that need to be maintained.
Acres Owned by Producer
Table 1
LB. N Total
Tract Field Croo Soils Acres lAc.• N / Utilized acre -inch Apply Month
10243
1,2A
Fescue - grazed
537E
17.3
135
2335.5
34.3
S-N, F-May
10243
28,3,513,613
CROPS - See Appen
537B
23.4
75
1755.0
25.8
See Appendixl
10243
5A
Fescue - grazed
600B
2.5
113
282-5
4.2
S-N, F-May
10243
5C
See Appendix 1
600B
9.0
75
675.0 1
9.9
See Appendixl
102431
6A
ISee Appendix 1
537B,600
8.0
75
1 600.0
8.8
See Appendixl
' This N is from animal waste only. (TOTAL I 60.2acs [ 5643 lb. I
Indicates that this field is being overseeded (i.e. interplanted), or, that winter annuals follow summer annuals.
If nutrients from other sources such as commercial fertilizer are applied, they are accounted for in Appendix 1.
CAUTION: P and K may be over applied while meeting N requirements. In the future, regulations
North Carolina to have a nutrient management plan that addresses all nutrients (N. P & K)- This plan only addresses Nitrogen.
Ammmded byREH- NRCS
4112199 Page 2 ANSON COUNTY NC

BROWN CREEK Soil Water C. rvation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
LB. N Total
Tract Field Crop Soils Acres IAc.' N I utilized acre -inch Apply Month
No rented land for waste utilization
'See footnotes for Table 1. ITOTAL I acs I lb.
Totals from Table I & Table 2
Acres Lb.. N Utilized
Table 1 O, Z 40:7- acs 156� 8 6*06 lb. /Y%,A5
Table 2 acs I lb. L/ IQ/ ti f p°
TOTAL Igo. -, 60-7 acs 5gy 84495 lb.
Amount of N Produced 1 1590 lb.
"'<Deficit> of PANPfi%8-44-35 lb.
"'Must be 0 (zero) or <Deficit> in order to utilize all the animal waste N produced!
Table 1 & 2 Notes: - Acres shown are considered to be useable acres_..excluding required buffers, filter strips, odd areas,
and perimeter areas where waste cannot be applied or equipment limitations may preclude full application
rates. Actual field acreage may, and likely will be, more than acres shown in the tables.
- See the attached map(s) showing fields referenced in these tables.
- The producer and waste applicator are responsible for ensuring that spreader (or irrigation) equipment
is calibrated, operated properly, and applies the correct rates to the acres shown in the tables. Failure
to appty recommended rates and amounts of nitrogen shown in the tables may invalidate this plan.
Important information for Application of Liquid Animal Waste
Refer to Waste Storage Facility DesignP'As Built" Drawings or OEM Plan for amount of
temporary storage time, start pumping elevation & stop pumping elevation.
irrigation/application rates should not exceed the intake rate for the soil at the time of irrigation... or runoff and ponding can occur.
The inigatiordapplication rate is controlled by initial soil moisture content, soil structure, soil texture, irrigation water droplet size,
and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen (PAN) applied exceed the nitrogen needs of the crop.
The producer and irrigation designer is responsible for ensuring that an irrigation system is installed to properly irrigate animal
waste on the acres shown in Tables t & 2. Failure to apply recommended rates and amounts of nitrogen shown in the tables
may invalidate this plan. Application of liquid waste by other methods (honey -wagon, etc.) is the responsibility of the producer.
Ammended byREB- MRCS
4/12/99 Page 3 ANSON COUNTY NC

BROWN CREEK Soil Water C4 -vat ion District JSDA Nataral Resources Conservation Service
WASTE UTILIZATION PLAN
The following information is provided (by soil type and crop) to plan and evaluate liquid waste application
schedules. These figures represent optimum irrigation or application rateslfreguencies to meet crop water
needs and prevent water runoff.
Min. Irreg..
Frequency
Soil Type Crop Days Apply Rate " Apply Amount
53213,537B 6008 Grass,Ryegrass,Millet,SG 4 0.3 inthr 0.5 in
53213,537s 600s No -till CROPS 4 0.3 in/hr 0.5 in
Crops must be no -till!!!
From NRCS Tech. Guide, Section It - ENG - irrigation Interpretations
This is the minimum rest period in days between irrigation on the same land area under optimum conditions.
This is the maximum application amount allowed for the soil assuming nitnVen amounts for the
crop are not over applied. In many cases, the application amount shown cannot be applied due to
the nitrogen limitation This maximum apply amount can be applied under optimum soil conditions.
Sludge:
This waste utilization plan must contain provisions for periodic land application of sludge at agronomic
rates. Sludge will be nutrient rich and require precautionary measures to prevent over application
Broadcast Solt Incorporated
Estimated Annual PAN from Sludge: 270 lbs. N 320 lbs. N
5yr Sludge Accumulation: 1350 lbs. N 1598 lbs. N
Based on a 5 year sludge removal schedule, estimated land area required for sludge disposal is:
7.5 acres of grass based on an application rate of 180 lbs. N per acre
20.0 acres of com/soybeans based on an application rate of 80 lbs. N per acre
All the above figures are only estimates. Actual PAN and land area needed could vary 25% or more depending
on sludge nutrient analysis. soil types, crop, realistic yield, and application method_ Likewise. sludge
disposal on a schedule other than every 5 years would drastically alter these estimates
Contact your technical specialist at the BROWN CREEK Soil & Water Conservation District - Natural
Resources Conservation Service (formerly the Soil Conservation Service) Office in Wadesboro, (704)
694-2710, when you receive a waste analysis report. Request assistance calculating
allowable application rates and amounts prior to applying waste.
Aatmended hyREH- MRCS
4112199 Page 4 ANSON COUNTY NC

BROWN CREEK Soil Water Ct vation District 1SDA Natural Resources Conservation Service
WA8T,E.UTILIZATION PLAN
vvatiw generauun ugures are rrom waste management system design for operation.
Operation sited 10/93, consturction complete 4/94, 0.200 certified 10/94
Wettable Acres Certified with this ammendment to Waste Utilization Plan.
NOTE: Refer to Swine Waste Irrigation Application System Layout Map for field information.
Woods adjacent to some fields are wetted, these areas are outside -what is considered "effective
wetted" area for this irragation application system (>60% of "wetted radius") and nutirents applied
are considered minimal.
PAN rates for CROPS are variable - See Appendix 1
This plan addresses the swine operation only. There is a Broiler Operation on this tract also.
Ammeaded byREB- AW
4112199 Page 5 ANSON COUNTY NC

BROWN CREEK soil water C. :on District , Natural Resoumim Conservation 5erWee
WASTE UTILIZATION PLAN
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct applica-
tion or direct discharge during operation or land application. Any discharge of waste which reaches surface water
is prohibited.
2. There must be documentation in the design folder that the producer either owns or has an agreement for use
of adequate land to properly apply the waste. If the producer does not own adequate land to properly dispose
of waste, he/she shall provide a copy of a written agreement with a landowner who is within reasonable proximity,
allowing use of their land for waste application. The owner of the animal facility is responsible for securing an
updated Waste Utilization Plan when there is a change in the operation.... such as increased animal numbers,
method of waste application, or change in available land for waste utilization.
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 of other nutrients.
4. Animal waste may be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where
runoff leaves the field. [See FOTG Standard 393 - Filter Strips]_
5. Odors can be reduced by injecting waste or disking after waste application. Waste should not be applied
when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding. (See "Weather & Climate in North Carolina" in
NRCS Field Office Technical Reference File - ENVIRONMENT 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 ... to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste
to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high 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 to crops more than 30 days prior to
planting, or to forages more than 30 days prior to breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: Waste application
cannot occur within 50 feet from a residential property boundary; a perennial stream, river, canal or irrigation ditch.
For other animal operations or swine facilities sited before October 1, 1995 - waste application cannot occur within
25 feet of perennial waters [See FOTG Standard 393 - Filter Strips]. NOTE: Local ordinances may preempt this.
Page 6 ANSON COUNTY NC

BROWN CREEK Soil water C on District Natural Reso=iw Conservation Service
WASTE UTILIZATION PLAN
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior converted wetlands provided they have been,approved as a land
land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that
discharge directly into water courses, and only then at agronomic rates provided the application causes no run-
off or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). Areas shall be fenced, as necessary to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas
should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
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 break-
downs, 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 human consumption it should only be applied preplant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping
volume) of all animal waste lagoons. Pumping shall be managed to maintain liquid levels between the markers. A
marker will be required to mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where
waste is applied. Nitrogen shall be the plant food element that determines application rates. Soil zinc and copper
levels shall be monitored and alternative crop sites used when these elements approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be maintained for
5 years. Poultry dry waste application records shall be kept for three (3) years. Waste application records for all
other waste shall be kept for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7 ANSON COUNTY NC

BROWN CREEK Soil Water C- -vation District 1SDA Nabu-.0 ]Wso Ce5 Conservation Service
WASTE UTILIZATION PLAN
Waste Utilization Plan Agreement
Name of Operation:
Facility Owner
Facility Manager
(if different from owner)
Person Preparing Plan
Louis Winfree Swine Farm
Date: q r /�—�
Louis Winfree
Date:
Date:
Robert E. Horton Jr.
Affiliation: USDA -Natural Resources Conservation Service
1706 Morven Road
Wadesboro, NC 28170-3142
A wded byREB-MRCS
4/12/99 page a ANSON COUNTY NC

Lk
IP"
aig
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Al
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BROWN CREEK Svil and Water Conservation District Appendix 1 USDA Natural Resources Conservation Service
' Soil Map
Unit
Symbols
*
CROP
' Realistic
Yield '• Recommended
Estimate Yield Nitrogen application per
(RYE) Unit yield unit
Nitrogen
application
rate planned
Commercial
Nitrogen Used
Nitrogen
Supplied by
Animal
Waste
}}yyy} {{ yy
55
�WiY 'rF.XL .YaC.R :.Y..A-AOM�If i�tr JL$I.-
5326,53713
Cotton
1000 lb lint
60
120
75
0
75
53213,5378
CORN
90 BU
90
113
90
15
75
5326,53713
Small Grain
50 BU
85
120
85
10
75
5328,5376
PASTURE
3.6 TONS
135
180
135
0
135
53213,537E
Soybeans
36 BU
36
144
75
0
75
5326,5378
Ryegrass Hay
5 TONS
150
250
100
25
75
5328,5378
Millet Grazed
3.6 TONS
135
180
100
25
75
600E
CORN
86 BU
86
108
86
11
75
600B
PASTURE
3 TONS
113
150
113
0
113
600B
Small Grain
44 BU
73
103
75
0
75
600B
Soybeans
36 BU
36
144
75
0
75
600E
Ryegrass Hay
4.5 TONS
135
225
100
25
75
600E
Millet Grazed
3 TONS
100
150
100
25
75
600B
Cotton
800 lb lint 48
96
75
0
75
Apply Months
Corn - Soybeans
Mar -June
Pasture - Fescue
S-N, F-May
SG, Ryegrass
Oct -May
Millet
June -Sept
Cotton
Apr -July
NOTES:
Pasture & Millet grazed conditions
may utilize higher rates when harvested for
hay
Soybean, Ryegrass, Millet are estimated, no F0TG data - Cotton Estimated
(UNR)
Office
- Section 11(unless shown
'* Recommended N rates from NRCS Field Office Technical Guide - Section IV, 390 Nutrient Management
Ammended by - REH, NRCS
WASTE UTILIZATION PLAN 7/20199 ANSON COUNTY NC

BROWN CREEK Soil Water Conser—tion District `--"A Natural Resources Conservation Service
Louis Winfree Swine Farir - OPERATION AND MAINTENANCE PLAN UPDATE
This structure is designed to operate as an anerobic lagoon, with waste treatment and 180 days of temporary
storage. Time required for the fluid level to fill from STOP pump elevation to START pump elevation may vary
due to site conditions, weather, flushing operations, and the amount of fresh water added to the system.
The 180 day temporary storage in this structure consists of: 1.) waste generated by confined animals; and,
2.) excess rainfall after evaporation (5" for Anson County). Additionally the structure can store the 25 year-
24 hour storm (6.3" for Anson County) above the START pump elevation. The volume of waste generated by
3552 confined swine remains fairly constant throughout the year and from year to year. Excess
rainfall will vary from year to year. The 25 year rainfall is not considered in the annual pumping cycle...
this volume above the START pump elevation must be maintained and available.
The START pump or maximum normal operating fluid level is usually the outlet invert of pipe(s) from the
confinement building(s). If the outlet pipe(s) is not installed at the START pump elevation, a permanent
marker must be installed at this elevation. A STOP pump elevation must also be established to maintain
lagoon treatment depth and volume. Pumping can be started or stopped at any time between these two
elevations to land apply waste without runoff or leaching, and accommodate weather, soils, crop, equipment,
and management situations.
Land application is an accepted method of liquid waste disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation; honey wagon application is a more labor intensive/iime
consuming method. Be careful when applying waste to prevent damage to crops.
IMPORTANT ITEMS
1. Fresh water should not be used for flushing... recycle from the anerobic lagoon.
2. The approved waste utilization plan shall be followed. This plan recommends sampling and testing of
waste prior to land application.
3. START pumping temporary storage when fluid level reaches elevation 100.7 (or before). STOP pumping
when fluid level reaches elevation 99.1. This temporary storage, less 25yr-24 hour storm (volume to pump)
is 41726 cubic feet (312110 gallons) every 180 days .... 83452 cubic feet (6242-21 gallons) per year.
4. Refer to the approved Waste Utilization Plan for important information on irrigating liquid waste —
application rates, maximum application amounts per irrigation and rest period between irrigation.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation
should be fertilized to maintain a vigorous stand. Keep grazing livestock off all embankment areas.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. Keep all surface runoff diverted from the lagoon to stable outlets.
8. Keep a minimum 25 foot buffer area around waste utilization fields adjacent to perennial streams. Do
not apply waste in open ditches or water courses, within 100 feet of a well or within 200 feet of a residence
9. Maintain a copy of the approved Waste Management Plan on farm (or at the confined animal facility)
at all times. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United
States. The NC Department of Environment, Health, and Natural Resources- Division of Water Quality
is the responsible for enforcing this law.
10/2/97 ANSON COUNTY, NC

Management
ElBurial three feet beneath the surface of the ground within 24 hours after
knowledge of death. Burial must be at least 300 feet from any flowing
stream or public water body.
❑ Rendering at a rendering plant licensed under NC G.S. 106-168.7
Renderer of choice for this anima! operation
Valley Proteins, Inc.
Complete Incineration
Dead Poultry Only — placing in a disposal pit Size and design of pit
approved by the NC Department of Agriculture.
Any method approved by the NC State Veterinarian which involves
possible salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian
must be attached.

Louis Winfree Swine Farm
Phone Numbers
Implement this plan if any part of the waste management system for this operation fails
or results in overapplication of waste, or discharge of waste to the waters of North Carolina!
DO NOT WAIT or PROCRASTINATE if there is a problem! Make every effort to ensure
that animal waste does not reach surface waters... or neighboring property!!!
This plan should be posted and accessible to all persons involved in the day-to-day
operation of this facilityl!1
USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent PlaceM Anson County NC

at
-Louis Winfree Swine Farm
1. Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
actions are listed below.
Lagoon Overflow
Add soil material to increase elevation of embankment
Pump waste to fields at an accceptable rate
Stop all flows into lagoon immediatley
Runoff of Field Applied Waste
Immediately stop waste application
Contain waste in a temporary diversion
Incorporate waste to prevent runoff
Leakage from Pipes, Pumps and Sprinklers
Stop recycle pump
Call a pumping contractor
Make sure no surface water is entering lagoon
Evaluate and eliminate reason(s) for runoff
Evaluate application rate for fields where runoff occured
Close valves on leaking pipes to eliminate discharge
Stop irrigation pump Repair all leaks prior to restarting pumps
Leakage from Flush Systems, Houses, Solid Separators
Stop recycle pump
Stop irrigation pump
Stop all flows in house, flush systems, solid separators
Repair all leaks prior to restarting pumps
Make sure no siphon occures
Leakage from Base or Sidewall of Lagoon ... often seepage as opposed to flowing leaks
Dig a small sump or ditch to safely catch seepage, install subersible pump, pump seepage back into structure
If seepage is cased by bun -owing animals, trap and remove animals, compact day soil material in holes
Have a professional evaluate the condition as soon as possible
2. Assess the extent of problem and record obvious damages.
Did waste reach any surface waters? Could spilled waste reach surface waters?
Estimate volume of waste released and duration of event Could a rain event cause waste to reach surface waters?
Note Damage... employee injury, fish kills, property damage Are potable wells endangered (on or off property)?
Did spilled waste leave the property? Estimate how much waste reached surface waters
3. Contact appropriate agencies. See numbers posted on front of this plan.
Call the DWQ (Division of Water Quality)... Regional Office or After Hours Emergency number
Have Me following inforrrrahon ready: Your name, facility, telephone number, details from Item 2 above,
exact location of facility, direction of movement of spill, weatherhvind
conditions, corrective measures taken, seriousness of situation
Call local EMS phone number if spill leaves property or enters surface waters... instruct EMS to contact Health Department
Contact local SWCD-NRCS Office for adviceftechnical assistance (also may want to contact Extension Service Office)
4. If none of 3 above works
Call 911 or Sherrifs Department, explain situation and ask personnel to contact the proper agencies.
S. Contact the Contractor of your choice to begin repair of problem to minimize off -site damage.
Contractor Name:
Phone:
6. Contact the Techical Specialist who certified the structure (NRCS, Consulting Engineer, etc.).
Technical Specialist., Robert E. Horton Jr. Work Phone: jam) 6M-2710
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify damage, repair
system and reassess the waste management plan to ensure no future release of waste. USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent PlaceM Anson County NC

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
Checklists for Animal Operations
::i ::•� i::i�: 'a'.'i{:ii {Y{:i ir:L:�+:i :i +.L.:: ii.{:: i':C:'•+
.... .. ..:........^.. . .::. ... .,.. .............. -. ..... ...... ,...... ... :..: �.:� :.: r.::�';:+: � ::..^::$ii:"i+rlir•rr. r.. r,. i..:l+{: ] .'.
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rrr....:::� � r.:. .,: ]:ti•i:{••: :r.r.... �.:: L:ti �'ri�:?�.Yi.:...... ..^
;,.: ';::,.: '. .• ...L..... .,:ax.?:a,.,.a:.,:...{s.:e:Y:::a..::J...}.�r.,...::.:L:::ir •....:...-...... ..........,.:..:�r.::;•:.:.;•: i.:,:v.,�::: max...: ]:::.: �.�.....,.:.. �... ..r .........
Insect Control Checklist - Liquid Waste Systems
Source
BMPs to Control Insects
6=11
Flush Gutters
Accumulation of Soilids
Flush system is sufficiently designed, and
operated as designed.
Remove bridging of accumulated solids at
discharge.
Lagoons and Pits
Crusted Solids
Maintain lagoon, holding pond, settling basin,
pits to minimize crusting (no more than 6-8
inches over 30% of surface).
Excessive Vegetative Growth
Decaying vegetation
Control Vegetation along perimeter banks of
lagoons and other structures to prevent
accumulation of vegetative matter.
Feeders
Feed Spillage
Design, operate and maintain feed systems
(e.g. bunkers and troughs) to minimize
accumulation of decaying wastage.
Clean up spillage routinely (e.g., 7-10 day
interval during the summer; 15-30 day interval
during winter).
Feed Storage
Accumulation of feed
Reduce moisture accumulation within and
residues
around perimeter of feed storage areas by
insuring drainage away from site and/or
providing adequate containment (e.g„ covered
bin for brewer's grain and similar high moisture
grain products).
Inspect for and remove or break up
accumulated solids in filter strips around feed
storage as needed.
mom
ANSON COUNTY, NC

BROWN CREEK Soil Water Conset•vatiott District
USDA Natural Resources Conservation Service
Odor Control Checklist - Swine
Source
BMPs to Control Insects
Farmstead
Swine Production
Vegetative or wooded buffers, Recommended
best management practices, Good judgement
and common sense
Animal Body Surfaces
Dirty manure -covered
animals
Dry floors
Floor Surfaces
Wet manure-coverd floors
Slotted floors
Waterers located over slatted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Under roof ventilation for drying
Manure Collection pits
Urine, partial microbial
decomposition
Frequent manure removal by flush, pit
recharge, or scrape
Ventilation exhaust fans
Volitile gases, Dust
Fan maintenance, efficient air movement
Indoor Surfaces
Dust
Washdown between groups of animals
Feed additives, Feeder Covers, Feed delivery
downspout extenders
Flush tanks
Agitation of recycled lagoon
liquid while tanks are filling
Flush tank covers; Extend fill lines to near
bottom of tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
conveyance
Underfloor flush with underfloor ventiliation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift Stations
Agitation during sump tank
filling and drawdown
Sump tank covers
Outside drain collection or
junction boxes
Agitation during wastewater
conveyence
Box covers
End of drainpipes at lagoon
Agitation during wastewater
conveyence
Extend discharge point of pipes underneath
lagoon liquid level
Lagoon Surfaces
Volitile gas emissions,
Biological Mixing,
Agitation
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area- to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
ANSON COUNTY, NC

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prk prro�ducers f stSde[bn its F

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
Lagoon
Waste Utilization Recordkeeping Form IRR-l:f s°; Cia1Yn!f}au1
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Irrigation Operator Facility Number 04-10
Tract Field Date mmlddlyy Crop Field Size (Acres)
Irrigation Time
Number of Sptinklers
Operating
ii�f EnGles
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umna sh
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ANSON COUNTY, NC

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
Liquid Waste Irrigation Record lone form for each d per crop
Waste Utilization Recordkee In9 Form 'ti:{.:{}',{'.:` ..i}.'{.�:�:?.": :�:Yr.,..{f:S..k.:. '{•�•i. :::i:f -. i.. ..{ ^:4.?�: i.:.j?:}: .. }.iri:'r,'f S::.Fi:f:: :.�.i.......,.
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Tract# Field# Facility Number 04-10
Field Size = (A)
Farm Owner Louis Winfree Irrigation Operator
Owners Address RR 2 BOX 389 Irrigation Operator's
WADESBORO NC 28170 Address
Owner's Phone # [phone] Operator's Phone #
FROM
Crop Type Raccommended PAN Loading = (B)
Its. Wage mina any commercial N apo"
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
Date
mmldd/yy
l
Start Tlme
End;:Time '
11II
1. '�,
Total Minutes
(3)-(2)
y o
i J
5prinklers�
3Operating l
i,r o
I
Flow RaW
Volume
(4}X(5jX(6j
nr
,
Volume Per
'Acre (7}1(A)
Waste
Analysts PAN'
PAN Applied
[(8)X(9)111000
Nitrogen
Balance�
(B)-(10)
(from
FORM IRR-1)
Crop Cycle 'Totals
Owner's Signature Operator's Siganture
Certified Operator (print) Louis Winfres Operator's Certiflcatlon No. 16685
' NCDA Waste Analysis or Equivalent or Estimate from NRCS TECH GUIDE Standard 633
12 Enter the value received by subtracting column (10) from (8). Continue subtracting column (10) from column (11) followong each application event
ANSON COUNTY, NC

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ems . TEMPORARY AR S i i.Jf";?�1':.it1:..� RE, .IJ. i'.E-
DRAINAGE AREA:
Lasoon top of dike)
I -I« ._ I J t n _
230.0 13b.0 31050.0 square feet
Bu i i d i hg {roof and lotff water)
0.0 square feet
Describe this
area,
_
.JiVeli:on ro� ++►i�t�ps�C irp,' �i4h
TOTAL
Des i T p
temporary = uora•Lie period to be
i _0
days.
5A.
Volume of
waste produced
r ec ES
_. urine ire production in gal./day per
135 l i . ALW
1 . _:f
Volume
-^ 105600 € b s. ALW/7 _5 i bs ALW *
1.37 gal/day
1:�f+ days
�voium_
. I..
- 1920_r_. gals. o2_.__.Z cubic
feet
5B.
Volume of
wash water
This is
the amount of fresh sh water used for
wash i nS floors
or vo i I_m
of fresh
water used for a flush system or
excess water.
F .u=h _ys._r::s
that recirculate
the lagoon water" are accounted
for in
5?-:.
Volume
= 0.0 ga€ lond!da'f #
180 days st,;rrtiel7.48
ga € Ion
per `.F
Volume
= :_;.c_i cubic feet
5C.
Volume of
i ain a.€ l in excess of Evq.r[o ati_III
Use period
of time when rainfall exceed 5
evaporation>`
"J
€- _st amount.
d i' 'ti
180 days excess rainfall =
5.0
inches
Volume
= 5.0 inches * DA / 12 inches
per foot
Volume
= 15937.5 cisb.: ree,,
Vo € u;fie - 6 inches / 12 inches per f:_.fat. a DiA
Volume 20001.3 cubic Vaet
TOTAL REQUINED TEMPORARY STORAGE
F.A. 25780 cubic Feet
51:. +i cubic feet
5c- 15935 cubic feet
5D . Z0001 cubic feet
TOTAL 61807 cubic Feet

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SAL-NC-1/91
3 ,
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5 aQ artment of A r c ure
o [:onservatTo YeY�v k
DESIGN WORKSHEE7
for
L. 45 � �, Hooded Inlet Drop Structure
prepared for
i
Lc7k-1 i W �L rlf Y- 4e, 4e!:
in
ANSON County, North Carolina
Designer : REH Checker
Date : 04/26/94 Date
Diversion Pipe Drop Outlet
Top Width. - 4 ft. `n' value - 0.017
Upstream sideslope = 2.0 :1 Discharge - 8.0 cfs.
Downstream sideslope = 3.0 :1 Pipe diameter = 12 in.
Pipe length = 35 ft.
( including 2 feet
beyond the toe.)
Pipe Controls
Elevation of top = �8 ►op.q
Elevation of emergency =
Elevation of design storm =:�
Elevation of inlet =
Elevation of outlet =
►op 5

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CARROLUS FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER U l S
FARM DESCR MON 3 5 .)'p np-v—, 5, U N UPS 4Q -
LOCATION 5
.S S
COMPANY FARM
CONTRACT GROWER
CAI.TION
Ba`-_-lr� '-, tarting Constructicr�
�-: jjerground and 0vc7; -

TABLE OF CONTENTS
vVicinityMap .............................................................. 1
ASCS Field Map ............................................. 2
SoilsMap ........8•j..ulNrEk............................................. 3
--Soil Investigation Worksheet ................................................. 4
WasteTreatment Plan ....................................................... 5
Waste Utilization Plan ........................................................ 6
Operation and Maintenance Plan ............................................. 7
Construction Specifications for Lagoon ....................................... 8
Seeding Plan (Farm Site) .................................................... 9
►'C.omputer Drawing of Existing Ground ....................................... 10
✓Existing Elevations .......................................................... 11
✓Lagoon Cross Section Diagram ............................................... 12
'Computer Drawing of Proposed Lagoon & Building Pad ......................... 13
'Site Balance Report........................................................ 14
Computer Drawing All Data - Proposed ...................................... 15
-Computer Drawing Contour Lines ........................................... 16
Computer Drawing -Sloping Lines ........................................... 17
NA Computer Drawing - Blow-up of Lagoon Corner ................................ 18
Building Pad Elevations..................................................... 19
-Computer Cross Section - Existing, -Proposed -Balanced .......................... 20
✓Facility Overlaid on Existing Topo Map ....................................... 21

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�IV12ij.Lvr4 3v S�idi—
SOI:ano Ni U3213 LNCIOU
SOILS INVESTIGATION
LOUIS WINFREE
ANSON COUNTY
Mr. Winfree is planning the construction
feeder swine operation. A waste treatment
constructed to hold and treat the effluent
application.
of a 3520 wean -to -
lagoon will be
prior to land
On October 5, 1993, a baekhoe was used to excavate test pits
to determine site suitability for the construction of the
proposed lagoon. Four test pits were excavated in the area
proposed for the lagoon. The predominant soil materials
encountered were CL and CH (unified. classification).
These are fine grained clayey soils with low and high liquid
limits respectively. These soils have a low permeability
when properly placed and compacted. Under the layer of CL
and CH is a layer of mud stone. The total depth of this
layer was not determined during this investigation. The
density o€ thin maturial va�riad €�rvm tact pit to t.eet pit.
In the test pit numbered 9, a layer of ML (unified
classification) was found. This is a fine grained silty soil
with a low liquid limit. Some grey mottling was observed at
approximately 50-54 inches of depth. This indicates the
possibility of a perched water table at this depth. No
indication of water table was observed in any of the other
test pits.
conclusion
This site is suitable for construction of a waste treatment
lagoon. The clayey materials will need to be managed and
selectively placed. There may be some difficulty in
excavating the mud stone in some areas of the proposed
lagoon site. The possibility of a perched -water table shown
in test pit number 9 should not be a problem in construction
or in the proper functioning of this lagoon.

ENE NEWME WNWENUMME

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW - Well graded Gravels; gravel. sand mix
g- gravel
GP - Poorly graded gravels
s - sand
GM -Silty gravels: gravel -sand -silt mix
vfr.-very fine sand
GC-Cleycy gravels; 1kravel-sand-clay mix
SW -Well graded sands; sand -gravel mix
sl-sand v loam
fsl - fine sandy loam
SP -Poorly graded sands _
I - loam
SM-Silty sand
gi -grev�lly loam
SC - Clayey sands: send=clay mixtures
si-silt ,
ML-Silts;silty. v. fine sands. sandy orclavey silt
CL-Clays of low t%medium plasticity_
sit -silt -loom
cl-clay loam
CH -Inorganic clays of high plasticity
sic[ -silty clay loam
MH- Elastic slits
OL-Organic silts and silty clays, low plasticity
scl sandy clay loam
sic - silty clay
OH ;'Organic clays. mi"diuin to high plasticity
c -Clay
1.- Swtible material for embankment in available yea No tm-riw(. rh,r k.rar.a on tr. skMrh ew
REMA.1i&
S rho k.-r .
2. Explain hazards requiring special suention in design krSernass, &kl
GENERAL REMARKS:
�� � Iti .. !i r. •
24
25126127
28
29
30 31
3a
33. 34-
35
$7
`38 S9
40
43.
1
43
!4
1 45
46
!7.
48
49
50061
.q

Operator:LOUIS WINFREE County: ANSON
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 11/01/93
2000.0 feet
0
sows
(farrow to finish)
x 1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x 522
lbs.
= 0
lbs
0
head
(finishing only)
x 135
lbs.
= 0
lbs
0
sows
(farrow to wean)
x 433
lbs. --
0
lbs
3520
head
(wean to feeder)
x 30
lbs.
= 105600
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 105600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 105600 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 105600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
IdS
Inside top length O-0 feet ; Inside top width —13-5-, 0 feet
Top of dike at elevation 102.3 feet
Freeboard 1.0 feet ; Side slopes
3.0 :
1 (Inside
lagoon)
Total design lagoon liquid level at
elevation
101.3 feet
Bottom of lagoon elevation 91.3
feet
Seasonal high water table elevation
do�r..Y...'ia
06
1
Total design volume using prismoidal
formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
LENGTH
WIDTH
DEPTH
3.0 3.0 3.0 3.0
214.0
129.0
10.00
AREA OF TOP
LENGTH * WIDTH =
214.0 129.0
AREA OF BOTTOM
LENGTH * WIDTH =
154.0 69.0
27606 (AREA OF TOP)
10626 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
184.0 99.0 72864 (AREA OF MIDSECTION * 4)
CU. FT. = A.AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
27606.0 72864.0 10626.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 185160 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 135.0 29700.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 29700.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 105600 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 25851 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculatE
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
•SO
180 days excess rainfall - --inches
Volume = -7—.0- in * DA / 12 inches per foot
Volume = 17325.0 cubic feet

5D. Volume of 25 year - 24 hour storm
6.3
Volume -91 -inches / 12 inches per foot * DA
Volume = 17325.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
25851
cubic
feet
5B.
0
cubic
feet
5C.
17325
cubic
feet
5D.
17325
cubic
feet
TOTAL 60501 cubic feet
6. SUMMARY
Total required volume 166101 cubic feet
Total design volume avail. 185160 cubic feet
Min. req. treatment volume plus sludge accumulation 105600 cubic fe
At elev. 98.6 feet ; Volume is 117443 cubic feet (end pumping)
Total design volume less 25yr--24hr storm is 167835 cubic feet
At elev. 100.6 feet ; Volume is 166336 cubic feet (start pumping)
Seasonal high water table elevation 98.0 feet
7. DESIGNED BYj-jC-,,` APPROVED BY: '•a 'F� "
DATE: i j- I_ 3 DATE: 11- Z 3 _q 3
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
OPERATION AND MAINTENANCE PLAN

This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent f temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is stronqly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing -of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 100.6 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 98.6 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 43176 cubic feet or 322956 gallons. As stated before, this
volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is

one (1) inch and•therecommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. .All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
120 LBS. FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS S 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
- SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
80 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS,/ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

,Ori■ntations -45.e Z Magnification: 6.6
.f
iis.0
118.9
ies. e
1ee.0
96.0
90.0
85.0
Lower LET L
3O Mash Surface
Existing
Project: LOUIS WINFREE
Drawing: 3520 NURSERY
Numbsri
Location:
Bid Dots:
Engineer!
Owner!
Estimators
Prepared by: using Sitswark
Inciination: 20.e
30 Mesh Surface

Daylight
)K 49.34
"A 9i. 66
)K 97. 74 )K al. e e
)K96.22 We .92
189.88 A 94.16
)K 99. 82 )K 92. 'TS
97.g2 'AEei. 6
W es. 93
01.30 # 96.60
X 99. 88 A 96. B
ilf 96.71
)K i e3.99 W Be. 33
)K 103. 34 )K 99. 12
)K 102.64
Mee
106.40 Xlee. 02
)K102.32
31E 106.67
)K 1e6. 63
X 1e6.63
ilE 109.39 )K i e6. a4
'.IElog. B1 3!E 05.71
)K ie6.6a
1e6.0e
ilE ill. Be )K lea.25
)KI11.27 X10 .ea
W lie -so
__ 198.30
Plot of all data for the surface;
Existing
Project: LOUIS WINFREE
Drawing! 3520 NURSERY
Numbers
Location:
Did Data:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitework

' coNr-iRem bWr
FigizRaD FIDoR
Top aR Pap E1rEy,
10 6.3L .i'
-r ti c a L_ C k o s s S ec-rDid VIEW D rfk LsA Coco
p I-T R+�cN'ARG D�s,Gcl
OOTTOM o F suwA?
�os`�gg
-TOTAL. bt-Z K
101 a
e" PIPE I�
1MkI OP DVIIPT
i a�i�83 �1eV.
II `t�s��cv+h�r�fi
Su�pDR'� fl E�T�
DolTom EItV, g13a_
IAVE-IRr DF ouYLtt �I PLc
pp. AF-T rLL D
TOP oP QIkE
E L e V,
W
N ,
8a 4-
tO t . 3 CR65'T' ESVV

Orientstion: 13S.e
116.e0
ile.ee'
ie6.ee
lee.ee
86. ee
9e. ee"''
86. 80 .........
Upper Right
30 Mush Surfsc■
Belsnced
Project: LOUIS WINRREE
Drawing: 368e NURSERY
Number:
Location:
Bid Dats:
Ennlnesr:
Owner:
Eetlmstcr:
Prepared bW: using Sltework
Inclination: 2e.e
3D Mesh Surface

I
Orientation% -45.0
Z Magnification: 6.7 Inclination: 20.0
"��\�� Y , \v■ � ref - __+may �� ���+�-���� � '�����- -
,IiII/I� j+-v
Lower Left 30 Mesh Surface
3D Mash Surface
Balanced
Project: LOUIS WINPREE
Drawing: 3620 NURSERY
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

i
Fill shrink/swell percent: 20.00 Cut shrink/swell percent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta
Cut
Fill
CUT - FILL
0.00
6848.12
6848.10
0.02
0.00
5500.66
8333.16
-2832.50
0.00
5500.67
8333.15
-2832.48
-0.69
6864.26
6831.98
32.29
-0.68
6848.20
6848.02
0.18
Lower "Proposed" by 0.68 feet.
Project: LOUIS WINFREE
Drawing: 3520 NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

C U"T
Daylight 9MM
kB2� 32•..........................................
1apr
.............................
r+
I�
E.�'... ....................................................
3Rm 328.
1 0 A 6
2.32
i.l 2L32
SUkP UiC
34st V EIS r Old
kw--t4 C H
Plot of all data for the surface:
Balanced
Project: LOUIS WINFREE
Drawing: 3520 NURSERY
Number:
Location:
Bid Data:
Enulnsart
Owner:
Estimator:
Prepared by: using Sitawork
t. 32
1092

DaUl ight
Plot of the contour dots for th■ surface:
Balanced
Project: LOUIS WINFREE
Drawing: 36$6 NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator;
Prepared bV: using Sltswork

q,-Sa►1cs
E7yteP.
sp-o
32
: LOUIS WINFREE: 3620 NURSERY: Belenced 30 OCT 93 3:06 FM

110.00
106.00
Ise. so
9S.00
90.90
and
....................................................... . ..... ....... ............... ................................................ .... . .... - ..... . ...... ............... ......................... ...................................................... ....................
Exialting
...............
............... ....... ....... ....... .................... ....... .......... ........ ........ ... . ........ ........... ( .................................................. ..................................... .............. ............ ......................................
............. ........................r ! .................. ; .................................................................. ....................... ...........................................................................
.......................... ....... .................. ....... ......... ........ .......................................................................................................................................... .................
85.00 ,
(241.84,418.17)
<381. es>
(231.e2,37.26)
: LOUIS WINFREE: 3620 NURSERY 30 OCT 93 3:06 PM

T❑P❑GR" DHIC SURVEY FOR
L❑UiS WINFREE
WADESB❑R❑ TWP, ANS❑N CO, N.C.
❑CT❑BER 12th; 1993
SCALE 1` = 100"
HARRINGTON do ASSOCIATES
ti JAMES R. HARRINGTON NCRLS L-2511, SCRLS 10037
y P.O. BOX 362, WAAESBORO, N.C. 28170
3 VOICE (704) 694--3116 FAX [phone]
DRAWING 1 93269 1 DRAWN 8Y
100 50 0 100
SCALE IN FEET
8
x 98 6
2 x 9 88.24
qB �
96.5 x 1 x 9 x 0.34 x 8.48 x 8f,36
.4 x 91.55--v-9ab L.92 x 8.17 x 88.46
TBM - NAIL AT BASE`S • 9 - ��
QE 10' PINE TREE
ELEV. 100.00 (ASSUMED) S° x 96.22� '94. 9 x A9
N 5377.48 NCE
E 5000.00 ��p ci}3y
x 99.6 x 97, x 5,60 x S70 x 95.16
ID
99,88 x 9 _
r �
.g x 9950 x 98.95 x x 97.46
x 10
102.
102 x 102.94 x 101.69
x 106.40 x 6.4
x 106. 79 10
3® 1 .44 Q5.71 x 105.26 x 1
1�
-T REmc H
H
o µT LET
105.0
10
x 1
VR .109.39 10 61 090
x 08 x 107.52 x 106,50
6 yr
`ob
6 x 111,68 x 111.27
x x 109.68 x 109.23 108.05
c�
N 5013.
1 . \' ?I'
H
£ 5098.
7 TR $
$v�K1�Lt� v11RTFR
x !3,7
f
x x 112 0 x 111.54
1
A
(,d

Wettable Acres Determination Certification
Name of Facility: u,�4 X� -,,. r Z = Facility Number:--V0-_
Owner(s) Name:_ "xis ;, tr _C- _Phone No: ]0q-J5S 2251
Mailing Address:
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
Worksheets, calculations, and other Wettable Acres Determination documents, along -with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District_ A copy will also be kept on site with the Certified
Animal Waste Management PIan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: L°``tj--r w,'✓` mac
Owner Signature: - � _ Date: / O ^! /—UU
Technical Specialist Name: �}. -
Technical Specialist Signature: Date: b-14-cj
4/Z
If assisted by an irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: T _ _ Date:
Submit this form to:
Arm: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99

:AWl iP ac - Trzvding G= computation4 ur L 2-2D-99
Hard Hose Traveling Gun System
=� COMPUTATIONAL WORKSHEET
L
1. Farm Number (Identification) 7- 5 Z= Field Number (Identification)
2. Irrigation System Designation E ' tins Irration stem New/ Expanded Irrigation System
of Travel Lanes n� es� ;;�no�r- feet Len h f ull3 _ Numberer�o] Length a p (L I )
# Interior Lanes #Exterior Lanes Ifeet] Length of pull(L2)
# Interior Lanes # Exterior Lanes �lfeet] Length of pull(1,3)
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7_ Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (LI) Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table Column _
(b) Acres middle portion of pull (LI)
{Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (M) (Sum: a + b + c)
Travel Lane Length (L2) Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L1)
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L2) (Sum: a - b + c)
Travel Lane Length ") Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (LI)
{Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (I3) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field- Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Travel Lane Length (LI)
X
# Lanes —
Acres
(b) Acres per Travel Lane Length (L2)
X
n Lanes —
Acres
(c) Acres per Travel Lane Length (L3)
X
l Lanes =
Acres
Total CAWMP Wettable Acres for f Sum: Sa + Sb + Sc)
Wettable Acre Computational Worksheet Completed by: / Date:1 !,�

CAWMP We"_&W. A=
•
Traveling Gun Field Dais sheec, 2-70199
Hard Hose Traveling Gun System
FIELD DATA SHEET *
1. Make and model number�r1R"1 Rai" _ -
2. Hose length t 0)C��Ifeetj and hose inside diameter (ID)___,j__[inch)
3. Gun make and model number-
4. Gun nozzle size (, p J , [inch], . _ ring orifice, taper bore orifice.
5. Gun arc angle RtS _ [degrees]
6. Travel lane spacing _ 12e3� [feet]. indicate whether ^X_uniform, random.
Number of exterior hydrants Number of interior hydrants
7. Gun wetted diameter Z,5 a__ [feet]._ measured, based on gun chart.
8. Gun pressure l D (psi]. X_ observed at working gauge, .
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel _ [psi]. observed at working gauge,
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant).
* * 11. Supply line length feet (maximum pumping distance).
** 12. Supply line type PVC, aluminum.
* * 13 . Pump make and model number
** 14. Pump capacity, f gpm]_
**15. Engine make and model number_
Or
* * 16. Electric motor horsepower and rpm - [hp] [rpm]
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter he 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. Show the location of the supply line.
Irrigated acres will be determined by travel lane
** Optional data, fw ish where possible.
* * * Information furnished
4✓ and/or
Signature of 0-%m4 or Facility Representative
- L45S `j
4g—w6h r .'
Printed Name of Owner or Facility Representative
of
Printed name of Techniml Specialist
Date - Date k
*** Only the person or persons collecting the data should lign the data sheet.

.�r Bare Nozzle MODELS F _ AT & PY SOT 24 G Trajectory Tal.
rca�s.
t��i.
7..
e..
.Q..
lo•�
11..
52..
l2..
p.fi.1.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA_
aPh(
DIA.
GPM
DIA.
GPM
DIM..
so
100
2501
130
270'
163
200'
205
210'
26E
230'
300
345,
250
380,
O0
110
266'
142
296'
tat
305'
225
325'
275
346'
330
$as,
395
:Sao
70
120
260'
155
300'
197
320'
246
240,
203
Sao'
355
280'
416
265'
so
128
220'
166
310'
210
335'
240
366'
216
375,
290
395`
445
410,
!0
125
300,
175
320'
223
345'
2.75
SCSI-
335
zoos
409
4109
475
425'
too
143
210'
1a6
330'
235
256'
290
375'
365
400'
425-
420'
900
440'
110
160
320'
19S
340'
247
SOS'
SOS
395'
370
410'
446
430'
625
450'
120
157
330'
204
260'
253
276'
220
SOS'
365
420'
483
44011
646
490'
PP T
AAT1
2r'tnr.
24"rise.
26'•1fsr.
�" fhr.
ss"mr,
s4'•tix.
3r'r�,
�3
MODELS.F150R & PiSOR
240
Trajectory Ring
No
e
Rini
Ring
Ring
Ring
Rini
tTlttQ
Rini
Asp.
.0791
1,aa"
t.ta"
1.26"
1.34'•
1.4t
P.6.1.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
DIA.
GPM
DiA.
t o
100
245,
130
205'
tab
jab'
206
300'
255
32D'
302-1w
350
3SO'
6o
110
250'
143
290'
132
300'
225
315'
276
235'
330
3909
395
SOS'
TO
120
270'
'11
2=
197
g=
24J�
330'
4D6
350'
ibb
396'
415
seas
a0
123
260'
166
300'
210
220'
260
240'
Sig
360'
330
390'
446
togs
so
136
200'
1TS
310'
223
230'
275
350'
336
370'
405
220'
475
405'
too
143
300'
185
3201
225
"$40'
290
360'
35S
280,
425
400'
600
415''
110
150
3100
195
230'
247
350,
229
$70'
270
SOO$
445
4100
625
425'
120
157
316'
204
336'
25a
360'
320
380'
SSS
400,
466
4201
S45
425'
rrr
iusc•• I
23"71r.
26" 1hr.
29"
rtv.
32-Tw.
34" ftsr.
3T"Rsr.
W- nw.
REEL RAIN MAXIMUM TRAVEL LANE SPACING
(FEET)
Percent of Wetted Diameter
Sprinkler
Wetted
50 55 1
60 65
70 75
80
Wind Over
Wind Up To
Wind Up To
No
Diameter,
Feet
10 MPH
10 MPH
5 MPH
Wind
200
100 110
140 1
250
125 137
a S<aa.....
I75 187
200
300,
150 165
.y.
'' `
18���I�S�,:v
210 2 25
240
350
175 I92
ys
3.
245 262
280
400
200 220
v;2 ' 2 _
280 300
320
• 450
225 248v27(Z9.:
>
315 338
360
- 550
275F 302
5$
385 ;12
440
600
300 330
`_<3:394
420

AMADAS SERIES 1030 REEL RAIN A DPENDT ADUSTMENTS. & CHARTS
SPEED CHART
Model 1030 From Serial # A33162>
C
SPEED
GEAR
RPM
SPEED
GEAR
RPM
SPEED
GEAR
RPM
.75
L-1
1770
5.00
H-2
2830
9.00
H-3
2670
1.00
L-1
2360
5.25
H-2
2980
9.25
H-3
2740
1.25
L-1
2950
5.50
H-2
3120
9.50
H-3
2820
1.50
L-2
2100
5.75
H-2
3260
9.75
H-3
2890
1.75
L-2
2450
6.00
H-2
3400
10.00
H-3
2960
2.00
H-1
1910
6.25
H-3
1850
10.25
H-3
3040
2.25
H-1
2150
6.50
H-3
1930
10.50
H-3
3110
2.50
H-1
2390
6.75
H-3
2000
10.75
H-3
3190
2.75
L-3
2020
7.00
H-3
2070
11.00
H-3
3260
3.00
L-3
2200
7.25
H-3
2150
11.25
H-3
3340
3.25
H-2
1840
7.50
H-3
2220
11.50
H-3
3410
3.50
H-2
1980
7.75
H-3
2300
11.75
H-3
3480
3.75
H-2
2130
8.00
H-3
2370
12.00
H-3
3560
4.00
H-2
2270
8.25
H-3
2450
12.25
H-3
3630
4.25
H-2
2410
8.50
H-3
2520
12.50
-
-
4.50
H-2
2550
8.75
H-3
2590
4.75
H-2
2690
SPEED CHART
Model 1030 From Serial # A33162>
SPEED
GEAR
RPM
SPEED GEAR
RPM
SPEED
GEAR
RPM
.75
L-1
1770
5.00
H-2
2750
9.00
H-3
2590
1.00
L-1
2290
5.25
H-2
2890
9.25
H-3
2660
=
1.25
L-1
2870
5.50
H-2
3030
9.50
H-3
2730
1.50
L-2
2040
5.75
H-2
3160
9.75
H-3
2810
1.75
L-2
2380
6.00
H-2
3300
10.00
H-3
2880
.2.00
H-1
1860
6.25
H-3
1800
10.25
H-3
2950
2.25
H-1
2090
6.50
H-3
1870
10.50
H-3
3020
`2.50
H-1
2320
6.75
H-3
1940
10.75
H-3
3100
-
2.75
L-3
1960
7.00
H-3
2010
11.00
H-3
3170
�.
s 3.00
L-3
2140
7.25
H-3
2090
11.25
H-3
3240
3.25
L-3
2310
7.50
H-3
2160
11.50
H-3
3310
r3.50
H-2
1930
7.75
H-3
2230
11.75
H-3
3380
t'3.75
H-2
2060
8.00
H-3
2300
12.00
H-3
3450
E 4.00
H-2
2200
8.25
H-3
2370
12.25
H-3
3530
a4.25
H-2
2340
8.50
H-3
2450
12.50
H-3
3600
4.50
H-2
2480
8.75
H -3
2520
4.75
H-2
2610
6 I5
w,- .. - - ..
-
_ i �• .:l->
1.
- .Y--..
. - Y- "" Z S

Bm i, Crcek 5011 Wafer Caneervet inrF Ime ,!,,L
USDA -Natural Resources Conservation Service
M}2/99
Louis Winfree Swine Farm
Swine Waste Irrigation Application System
IEvaluation of Existing Traveler as Purchased and Configured
Appncalnn Rate Max. Apply Amounl
0.3 elan O.a In
EgWpment 6 6etlln0p
Amadas 1030 Reel Rern Hard Hm Troveier
1000 It. of hose
3 in. de.
NELSON BIG GUN 150R 0.86 m nozzle nng d,a,
70 PSI m1l,ro y nrn,ure 120 OM Fmw R.I.
210 aMr,rehr
315 'ARC
M.fco Cap,ed PTO Pump
160 PSI mar 500 GPM max
ratculallons
Appecallon Rate based on Farmyla for wavelet
APPk irix Rah.- -III KGPM x
960
314 Kfa9rRmiu31p
ARC
C,,t1, eeaAPP.rr,tl r R.r. • 0.28 nth,
Gun Cart rravei Speed based an a maximum applicalem of 0 51nch 6
lam space of
180 feet (67%oldiameter)
]ravel speed • 19 2e x OPM
SpK 9 M.•. AP 1, Aml.
Cwr:r r._ du, cx4 rrwe, S xxxi • - 28.69 WVmn
2.10 87m1n at more
s,, �,Ir�lrllr•i9rr
SPEED
1 .l,t
GEAR
RPM
AWPPRIbPn
rk."e
2.50
H-1
2320
0143
2.75
t-3
1900
O.3s
3.00
L-3
2140
0.36
3.25
L-3
2340
0,33
350
H-2
1930
0131
3 75
IT
2000
0.29
4 00
H2
2200
0.2T
4 25
H-2
23+0
02s
SPEED
GF,AR
RPM
c.tn+.Iee
ADO-"
4.50
4f-2
2400
0.24
+,75
H-2
2810
0.23
500
H-2
2750
021
525
H-2
2R90
020
550
H-2
3030
050
600
H-2
3300
0.18
625
H-3
logo
0,17
8 50
H-3
1070
OA6
Choose speed from charts aWye based on antecedent ITOlaNre wndltldns 8 cedlhed operelor expeflencel
acres
Calcul lone
Wellahle Acres ofntat�nI Worksheel completed by;
2520. VVETTEO
OIA. (63%ot gun spec tlla)
measured
rooms 121'to
t32', canslelanl evg.
128'
[
�
Robe4 E 161m J,,
r.ch-I Brit rsl - N.I.,N
Resa,tm
c.rn.rntbn a.n�a
Relar fp Mee
field No. -Pull ID
Eelery Pull
(u.-
Meru PA
9s1e,m.
xft f Are. AAa.6ne..
99.rha Acn.
,.t,�.
,1:i-
..Inierior�I
F�rlLtlerplvrlL
InlyBegin+fir
I,EAtaepin.
In1End',E6lE31d:
,mnu. 91M
��i•
.
i-I-
'3'y)}4��Lr'!I'Jl]1FiitV!+�^lri-N
Field Is 1,2A
a
591
a
I ur656
a
22753
E a
o
p
3.45
.. •.-,. ••...
1)
237
0
1 51192
a
22r5J
E a
a
I .1719
i.eA
c
5"
1oe97o
! p
SOSer
a
o
a
0
2.93
tl
243
uw0
p
2osar
a
p
i
a
I .2ria
1,41
e
4l4
183
]79/0
69121
p
22r53
a
0
p
3,33
f
248
11760
I 0
2eeer
0
a
O
i -we
1,43
g
I81
p
M20 I
a
2275]
0
p
f
t a
1.43
h
252
0
1 W32 I
a
22r53
a
0
.2716
1.71
17.3
Field a 20.3,58,6R
a
86
p
la3re
9
am
a
16s1e
-tne
1.27
•.�-,...••y
0
162
7a16a
0
2016r
p
I N.vJ
a
-7116
1.41
c
798
162
miso
u23ee
a
221u
u333
0
548
d
960
r7263p
6
me7
0
14333
0
+,77
e
960
1110pp
p
70767
I ` 0
14333
0
4-77
1
960
a
70rJ6p
o
` 22753
p
IB516
5 66
23.4
Field ! 5A
0
'Sfalm aef...n") di &,f cffiW time 4540 ntlea
mes
070
,•'re•+
b
Loele PtAF
150
w,eu l.n
3reaa
2/a3a
te7o3
-leap
1.83
2.5
Flerd a 5C
a
315
6
6ew0 0
n757
I 0
j te51e
.11era
2.20
......,....�
b
333
a
71071 a
_
77r5J
0 (
testa
a9rp
248
c
f.Dr,e IN
4W
M..r het
1p13WJIM
24934
1er03
o329
3.30
6.0
Field it Ba
■
633
a
1 15e126 I 0
77r5]
0
1651e1329
4 Od
b
82+
p
i 13ura a
r2ru
I a
lade
I a3»
4.00
e.o
78 ladlus
used for Brea
caWoUon (excessively spaced spflnkkx)
Z

Revised January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number off- a Operation is flagged for a wettable
Farm Name: Lau.s !J, acre determination due to fatiXg of
On -Site Representative:_ LoG,,,r !/,� c� Part H eligibility items) F1 Q=2>3 F4
Inspector/Reviewer's Name:
Date of site visit:
Date of most recent WUP:
Operation not required to secure WA
determination at this time based on
exemption El E2 E3 E4
Annual farm PAN deficit:
pounds
Irrigation System(s) - circle #: 1. hard -hose traveler; 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part II, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D)D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part II. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part 111).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
L,- F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part III.
Facility Number Olt" - /0

Revised January 22, 1999
Part Ill. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER'•2
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS3
.Z Y,?
f
7
222
/r
j Ifs
2,2
7
r
FIELD NUMBER' - hydrant, pull, zone, or point numbers may be used in place of field numbers depending on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspectortreviewer will have to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMBER2 - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres aad having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records, cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible
by irrigation system.

!.
Louis winfree Swine Farm
Swine Waste Irrigation Application System
Layout Map
Scale: 1" = 220'
51(1t, calory set �C
a,
\. G
5A
C7
Ione pull
\`5 Pond
e 9�
2A
1
- --- - - --
--Legend -- - - -- ----
Alutnititun Layout Pipe
(1650 fl. needed)
Welled bitt not counted in
pull calctilalion
100 fl. buffer around well
-/�
Guti L7ianteler - Begin
Gtut Naineler - Und
Digitized Field Itoutulary
from 1'SA Farut Map
Z 5 fl. buffer along perennial
water
slart/slop monument
'5 C
H o
Op ratfo, n
6)
ell (f�
� f
3
(�
V
NOTES to Operation and "Wettable Acres" Determination
Map digitized from 1'=660' and scaled to 1 "=220' In CAD
Well located on map from field measurements - setback established In field
All pulls checked/measured with laser rangflnder with accuracy 4. 1 yard (3 ft)
Operation sited 1015l93, Construction complete 4128/94, 0.200 certifed 1014194
Selback Requirements - 25' from surface water, 100' from well

Louis Winfree Swine Farm
Swine Waste Irrigation Application System
Evaluation of Existing Traveler as Purchased and Configured
Waste Utilization Plan Irrigation Parameters
Application Rate Max. Apply Amount
0.3 in/hr 0.5 in
Equipment & Settings
Amadas 1030 Reel Rain Hard Hose Traveler
NELSON BIG GUN 150R 0.86 in. nozzle ring dia.
70 PSI operating pressure 120 GPM Flow Rate
Kifco Caprari PTO Pump
160 PSI max. 500 GPM max.
Calculations
Application Rate based on Formula for Traveler
Applicalioin Rate = 96.3 X GPM
3.14 X (0.9(Radius))2
Calculated Application Rate = 0.28 inlhr
1000 ft. of hose
270 diameter
x 360
ARC
Gun Cart Travel Speed based on a maximum application of 0.5 inch & lane space of
Travel Speed = 19.26 X GPM
Lane Space X Max Apply Amt.
Calculated Gun Cart Travel Speed = • 25.68 in/min
°''I':�II'
SPEED
GEAR
RPM
Calculated
Application
2.50
H-1
2320
0.43
2.75
L-3
1960
0.39
3,00
L-3
2140
0.36
3.25
L-3
2340
0.33
3,50
H-2
1930
0.31
3.75
H-2
2060
0.29
4.00
H-2
2200
0.27
4.25
H-2
2340
0.25
I&rowtit Creek Sail Water Cotnservatiolrr District
USDA - Natural Resources Conservation Service
4112199
2.10 ft/min or more
3 in. dia.
315 ° ARC
180 feet (67% of diameter).
SPEED
GEAR
RPM
Calculated
Application
4.50
11-2
2480
0.24
4.75
H-2
2610
0.23
5.00
H-2
2750
0.21
5.25
H-2
2890
0.20
5.50
H-2
3030
0.19
6.00
H-2
3300
0.18
6.25
H-3
1800
0.17
6.50
H-3
1870
0.16
Choose speed from charts above based on antecedent moisture conditions & certified operator experience!
(Evaluation of "net wetted" acres
Calculations
252 ft. WETTED DIA. (93% of gun spec. dia.)
measured radius 121' to 132', consistent avg. 126'
Refer to Map
Nettable Acres gawtatto al Worksheet completed by:
Robert E Horton Jr, Technical Spec list --- Natural Resource Conservation Service
Exterior Pull Interior Pull
Field No. - Pull ID Distance Distance Wetted Area Ailowances Wetled Acres
Interior
. Exterlor,
,.IntBegln.;
r.l!
.ExtBegin.
,.,IntEnd„
:.ExtEnd.
,minus area
Field # 1,2A a
Pdll I'Al I, rnmw area nl 28 b
c
d
e
f
g
h
591
0
0
106920
43740
32940
44280
0
0
127656
51192
0
0
89424
0
39528
54432
0
0
20567
20567
0
20567
0
0
22753
22753
0
0
22753
0
22753
22753
0
0
0
0
0
0
0
0
11
0
0
0
0
0
0
0
0
-2718
0
-2718
0
-2718
0
3.45
17.3
237
1.64
594
2.93
243
1.41
414 1
183
133
246
1.43
183
1.43
252
-271e
1 1.71
Field # 213,3,513,613 a
PA e b rnnus ulna m $A b
c
d
e
f
86
0
29160
29160
172800
172800
0
18576
0
172368
0
1 0
207360
0
20567
0
20567
20567
0
22753
0
22753
0
0
22753
0
14333
14333
14333
14333
0
16518
0
0
0
0
16518
-2718
-2718
1.27
23.4
162
1.41
798
162
5.48
960
4.77
960
4.77
960
5.66
Field # 5A a
Pull U IluFus pigµ nulsode link] and b
"Stationary set.,. reel disengaged?
Application time 45-70
linear feet 1 37800 Milo=
minutes,
24938
30345
18703
-1800
0.70
2.5
Lone Pull
150
1.83
Field # 5C a
P.a b e minus area .n woods b
c
315
0
0
linear feet
1 68040 1 0
I 71928 I ❑
101304
22753
22753
24938
0
0
16518
16518
18703
-11578
-3970
-1329
2.20
8.0
333
2.46
Lone Pull
1 402
3.30
Field # 6A a
Pullµ b- nuf arna uI wµUd] b
1 633
0
0
136728 0
134784 0
22753
22753
0
0
16518
16518
-1329
-1329
4.04
8.0
624
4.00
*.78 radius used for area calculation (excessively spaced sprinkler)