820709_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qual

PLAN OFACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-709 County: Sampson !
Facility Name: H.8-C•Farrn'Jart.Hudson-r-I-r— ��---+�--
Certified Operator Name: Richard�Cliftonl i P I b rO er+atar _E
1 18368 €
1. Current liquid level(s),in inches-as-measured-from-the-current-liquld-levefln-t6e tagoon to -the
I I III l i l I I I I I III
lowest point on the-tap.of-the.dIaIm-ior-iagoonsjwi#l►out-spillways;-arid-from-tha current-ligiki level
in the lagoon to the bottom of the spillway for lagoons with spillways:__;—
i Lagoon i I_�agoon 2 Lag MY Lagoon 4 Lagoon 5;�
Lagoon erne ID; I I rl l i ;—
SpilhNay(Y or N): I N—
Level(inches): l; 17 1 11
-1
2. Check -all applicable items
�,I I
l E
Liquid', evel.is;within_tlhe des igned.structural.froeboard.elevations.of..one-or'rrwre-structures.
I i i � ' i �' I I I I I I 1 k' f I I I I I! i I
Five and 3l) day Plans of Action are attached. Hydrauiiclan ' agronomic balances are
within acc to able ranges.
I p —�
X Ligluid ifevel=is�within #lie{25 yeat 24rhour stamielevatians for one orE ntore struletures - A
f 3q iday Plan- Action -is balance_Is.within_! eptable:range.l
I
ito bee is t be pump led Oind and hauled shauecdleto off site locations: Bolurne and PAN content of wash
I I i section I11 tables: Incluecl witlliri tfiis�plen is++a lii3t-!
�--�of•the•proposed=sites-with, related=faciiity numbers,-' umber of-scres°and-rec'eMng-brop--�
mformatiorr _f ontact and_secure_approval;from the�DWQ:prior_ta_transfer_of.weste!to_a.slte�
not covered_in the facility's_CAWMP.���_;_
I Operation"witljbe paitially or fully'depopulated.
`Attach a-complete•schedul e-w+#h-corresponding-an+mad=unl#sand dates -for -depopulation
I I I I { I E I II + r ' 4 i E i 1 1 E 1 1 I 1; I 1 I r ! I
if animais are to be moved to anotherpermitted_facility;_pro_videEfa�cility_numbir,.laI oon—
i i E I }C.. E i ! I I
freeboard levels_and !he' the.rrsceiving-facility;....
I
3. Earliest possible-da te-to-begii -find'appilcation'jof'waste: ! i 1 9123118 I I
I hereby certlfy that I have reviewed the information listedlaboveland included1within!thel-
attached Planlof Acdonjand tolthe best of my knowiedge andiability; the inforrpl atl'an�ls ,
accura6_and_carrect
/f�l/}� Z.,A i �r f-' /i i I Oh Ina_'
I r_"
�t) •1 ! 1 1 1 i` i
er_tstgnawre

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon #1 line m = 328.3 ID PAN
2, Structure ID: i line = ib-PAN
! ! I
3tructure ID: I I I li f I� ! line m = . SI II flb PAN
� l i !!i l i l I! I I I I 11b.
4. Structure ID. _. tine-lineI,PAN —=-
5i Structure lD�i ��I I ! I I line m = I I Ilb PAN
6, Struct Ire ID. I i i�i I line m = I I 1Ib PAN'
n. /lines 1 + 2 + 3 ++-4_ +_5 ± 6 _� I I I I I 26.3-!Ib_PAN.
III. TOTAL PAN BALANCE -
REMAINING FOR AVAILABLE CROPS DURING 30 DAYiDRAW DOWN
PERIOD. DO NOT LISTFIELDS 70_W1IICH.P_AN.CANNOT BE-APPLIE6.0' UkING THIS40JdAY-PERIOD.—{
o. tract # 1 Ip1 field # !I Iq. crop ! 1 11 1 I1r. acres ! 1 Is�ramairtlng!RR-2It. TOTAL PAN ju, apojcaIjx iild l
I I I I I I I I I I I I I I 1 1 1I I I l i 1 1 colpmn rx • I
5 1 1 IP8 a --t—r rr—i—r t-5:30 7— r22:87 i 1120.2 10/1=3/31`_7
5 1 1 IP-9 'so 7. 10/.1.3/31 rt!
5 1 1 P10 'sg I 1 11 1 I I 1 6.37 i I I 115.D2 1 1 195.7 10/1-3131 1 1
6 1 1 P.1-1" sa i I H I il i 1 5.37 E—i 1 1419 I. - 79.4 10/1-3131 I 1
��I• �tv���
I" -7.."Ti' -7- I I I I I I 1 + I 1 I I I
I I I IF
1 I 1 I I I f 1 III i l I I I l i I
?—1 —; 1 1 4- -1 ;-�-�
L! 1_! _._..1......! 1- .� I
4 1 I II I I I ! II I I I I I I I f l III I I I I i II i
State current crop 'end ingApplication.date_or_next.crop-applicaa)n_beginning-data-for-available
receiving crops 66ng 36 day draw down period
v. Total PAN-available,fo►all!fields-(sumlofcolu}mn-q--• r 4�Ib.-PAN—
IV. FACILITY'S'PoA-OVERALlt:kN BALANCE
� I l l w. Totall PANto'be-land applied' Ill nie-nYI rami -secIti� oni�`Ilj,3261^:3--11iYb.---Pi�ANI -._r
z. Crapiare�PIImaining.PA.balance-(lin,v_frl6m.secion.11l).=—1--474.8'b-AN-NI
-
Y.
Overall pAN balance (w -x} F I I l I II 1 1 1-148 11b. PAN I
Line y must 'show as a defer If line y does riot show as a deficit, list course of action here iric4 ing.pump and haul, IJ
depopulation, herd reduction, etc. For pump & haul and hard reductionoptions; recalculate new PAN ba"On new i
information.! If new Cteldsla4 to b'a inauded.as an option.for-lowering lagoon I0Jel add-thesefields to the PAN balance-
./.
PoA (30 Day) 2121/00 I I 1 1'

I. TOT
REPEA
(Click e
I�—PLAN
-T�- I-�i-�_..-�__.-I._....�_I...._.....I _.........�-I....-f..._�- ! ��
_OF- ACTION-(P_qA).FOR. HIGH FREEBOARD.AT_ANIMAL' .FACIL.ITIE
30 DAY DRAW, DDWN: PERIOD
AU¢PAN
1 I Structure
TO-BE`LAND-APPLIED-PER'WASTE"STRUCTURETI—�
Namelldent�e, (ID)_I I l I
iI !! n! !!
2 CurrenrllqWIW
I ! I i
— _o
&astur#1ctura`I I
freeboards
I I I a, currerlt Iiquid.Ilevel-a Ccording_to_marker! 17.0 inc
signedl25 yr.124'hr. storm & structural freeboard) I 19.0 inc
I ,
�
_line_b'- line-a.#(inchss.inl red-ion&).l# i_-_' — - +- Ii 12.0 inc
l i ! i I i
di top ofld�lkl surface area according to design I I
(area at below structural freeboard elevation) I ', j ' :171000 ft2
-8Lj 13 I i I I Ili I
line-c112-a line:d=x- 8= allons/ft — _;=T=21-3180 ga
lg q�R _ I i i 1 -- -��
cted Volume of waste li uid ad during draw down period
3.
Pro
;i
I T.' temporary stotdge period according`lo structural tlassign , 180 da
I
I—
g:_volume.af.waste•producod -according=to-structural. design------ �-232658, ft-
i
i h! current herd # 17040 certified l 7040
l Ochre)-waste-pr+Cduced--current-herd4-xi-line•g-'- i' _ -j �, 232658 ft
_certified herd #-
I
i.1 volume of wash water according to structural design _ !__ I_ j i ! I 0 Eta
I I I I I
' over)evapoiatiooi_according is i
I�1• excess rairifall design R_ a ! 99750 ft3
k.w(liries_h,+. I + j).x-7A&xL �30-days/llne_f-_.: ; - 414402, ga
Total PANIto be land '
.4.
i lapplied during; draw down period
I I I:: -current wa . ! . I
-- ste=anafysrs dated -! -- 9127/1'8 - -- -- 0.52 Ibs
liries{el Ik IOOQ x linei;l = %{ ! ; li I. 326.3E Ibs
-__._#__.-�! I , f I I I i II�I
,T_SECTION.1_FOR.EACH;WASTE-STRUCTURE
k
m t6
� ON -SITE.
I I I f II' I
next Str'ulctUretabf shown below)
I
I
PoA (30 Day) 2/21100
nes
has
has
!Ions
ys
lions
.11000 gal.
PAN

I
_PLAN OF ACTION(Poa) FOR. HIGH FREEBOARD -AT ANIMAL FACILITIES - --
Facility Number: 82-709
Facility Name
H & C Farm Jars Hudson
Certified Operator Name:
Richard Clifton
County: Sampson
Operator Number. 18368
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways,
j Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1
Spiltway(Y or N): N
1 Level(inches): 17
i 2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
j Waste is to be pumped and hauled to off site locations. Solume and PAN content of waste
to be pumped and hauled is reflected in section III tables, Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates for depopulation
"if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and hard population for the receiving facility
3. Earliest possible date to begin land application of waste: 9123/18
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the Information Is
accurate and correct.
j Phone:
j Facility O nerlMan ger nnt)
f Date: f
Fa ility Owner/ alter (signature)
i

r
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND10R 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES
FOR FACILITY
1 Structure ID: Lagoon #1
line m = 326.3
lb PAN
2. Structure ID:
line m =
lb PAN
3. Structure ID:
i
line rn =
lb PAN
4. Structure ID:
line m =
Ib PAN
1
5. Structure ID;
line m =
lb PAN
6, Structure ID;
line m =
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 - 326,3 ib PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RF APPLIED nitRtAln Talc an ner pFarnn
o. tract #
p. field #
q. crop
r, acres
a. remmning AR-2
PAN bfdw a
(Iwacrai
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x a
u, aFphcr�tlonw ndvv'
5
P8
sq
5.30
22.67
120.2
1011-3/31
5
P9
5g
5.32
22.31
118-7
1011-3131
5
P10
sq
6.37
15.02
95.7
1011-3/31
6
P11
sg
5.37
14.79
79A
10/1-3/31
6
P12
sg
4.19
14.52
60.8
10/1-3131
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v, Total PAN available for all fields ;autn of column t) = 474.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applled (Ilne n from section Il) = 326 3 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 474 6 Ib. PAN
y. Overall PAN balance (w -x) = -148 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and haul,
depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on now
information. If new fields are to be included as an option for lowering lagoon level, add these fields to the PAN balance
PoA (30 Day) 2121100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1 . Structure Name/Identifier (ID): Laon #1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 171000 ft2
e. line c112 x line d x 7.48 gallons/ft3 213180 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180days
g. volume of waste produced according to structural design 232658 ft3
h. current herd # 7040 certified herd #1 70413
actual waste produced = c rre t hLW # x line g
certified herd #
i. volume of wash water according to structural design
J. excess rainfall over evaporation according to design
k. (Ilnes h + i + }) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 9127/18
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on &a next Structure tab shown below)
PoA (30 Day) 2121100
232658 ft3
0 ft�
99750 ft3
414402 gallons
0.52 lbs11000 gal.
326.3 lbs. PAN

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 09-128
County. Bladen
Facility Name: Peters Creek
Certified Operator Name: Doug Atkins Operator Number:
985738
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Peters Creek
no
13
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
XXXX Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section Ill tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates fro depopulation
'if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3, Earliest possible date to begin land application of waste: 9/25/2018
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the Information is
accurate and correct.
BAZ Inc Phone
Facility OwnerlManager (print)
Qy.-i►v" 00+v Date:
Facility OwnerlManager (signature)
910-285-1357
9/25/2018

a�f
_ _ WASTE UTILIZATION PLAN :.a,
PRODUCER: H&C Farm
LOCATION: Turkey, NC
Sampson County
TELEPHONE: [phone]
DWO
TYPE OPERATION: feeder -finish RECEIVED()TFr.1nN RFC
AQUtF�R�PRf1TFf:71nN SECTION
NUMBER OF ANIMALS: 7040
MAR S 0 2009
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year, Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve Nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
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

,..�$ ,.
Wf l „,L!' 1; ,,LANt WASTEUTILIZATION
Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
7,040 animals X 1_9 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
7,040 animals X 2.3 lbs. PAN/animal/year =
Guide Std. 633)
13,376 (tons) waste/year.
16,192 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T9001
8
Mac
Bermuda(H)
275
1.82
500.5
March - Sept.
T9001
12
NoB
Bermuda(H)
305
4.07
1241.35
March - Sept,
T9001
13
Mac
Bermuda(H)
305
0.66
201.3
March - Sept.
Optional
T9001
All
Na
Small Grain
50
6,55
327.5
Sept. - April
Total 1 6.551 1,943.15
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

�f>= '``
J't}:WASTE U.TILIZATION'P��AF. l !. ;,. _; o'
u � t4
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land jsee
Required Specification 21)
Tract Field Soil .Crop Lbs. N Acres Lbs. N Month of
7; No. I ype Per Acre utilizea Application
Total -
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
6.55
1,943
Table 2
144.90
18,774
Total
151.45
20,717
Amount of N Produced
16,192
Surplus or Deficit
4,525
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

tr , N:. �i t
t {M 'r1 0.4 t,1�.
YWA'STE{ UTILIZ9'ON, PLAN ,K , }r_ . �� ,
:.i....:.�s:w.L:.,r sera::, .-_.a„e.i�,, a .r..F.rO,».: .W.y .:_a.is:f.ri3:r_L:it'
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
1
Ln
Row crops
0,4
.5-1
3,9,10,11,1
NoA,B
Row crops
0,4
.5-1
4,5,6
GoA
Row crops
0.4
.5-1
7
WaB
Bermuda
0.6
.5-1
8
MaC
Row crops
0.4
.5-1
12
No8
113ermuda
0.5
.5-1
16
OrB
I Row crops
0.4
.5-1
THIS TABLE- IS NOT NEEDED 1F WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation 'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service ) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Producer is using a corn/peanut rotation on the crop land shown.
Any overseed to which 50 lbs. PAN is applied must be removed by either grazinQ or
cutting for hay. Soybeans may be used in the place of corn as shown on pg. 10.
All bermuda must be cut for hay.
Additional land may be overseeded each fall in cover crop small grain to be used as a green
manure crop for the following year. If this is done, a rate of 35# PAN/acre should be used with
an application window of Sept. - April. Nitrogen applied to this crop must be deducted from T
following crop
Field 15 will be Planed in peanuts in 2006 rather than corn. Plan must be revised each year to
show acreage to be used for peanuts.
Page 4

WASTE,UT;IL�,ZATI.ONrPL�ANkI
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or'land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to sand eroding less than 5 tons per acre per year, Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field, (See FOTG
Standard 303 - Filter Strip)-
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

WASTE UTILIZATION 1PL�AN�� Y;= � qj "ffi -T `
REQUIRED SPECIFICATIONS
(continued)
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 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 onlo which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips),
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

,, , . rK
VVASTEIU1TILIZA�TION�JP�L�AN'�i �i, {'r� •� ,
....ia...�.m:s...:.L..:L11 .1, .�.ui�i....
REQUIRED SPECIFICATIONS
(continued)
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 animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

# n ��5 + E jw : r7;rr •w .r•t'-? --en.. �tr..� ^3 ! r`i # fit- i rrY* 'i.'
,„,,�WASTE�UTILIZATIO,NP�LAN
l`.���t
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm; H&C Farm
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above, I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than tiie 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Jart Hudson
Signature: VJA( Date:
Name of Manager (If different from owner):
Signature: f; A/,/Date:L 17 7.7
,3 = •%� ��
Name of Technical Specialist: (Please print} Kraig Westerbeek
Affiliation: Private
Address (Agency);
Signature
1635 West Wards B
Warsaw, NC 283901
raye 0
Rd.
Date: 3 d o
1L

i'i4iw
.'a �W i�(xWASTEUAPAN6; y�Sy"'"
L.
Table 1. ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVDe Per Acre* Utilized Annlication
T9001
1
Ln
Corn
143
4.95
707.85
March - Jul
T9001
2&3
No
Corn
137
8.15
1,116.55
March -July
T9001
4,5,6
GoA
Corn
156
47.42
7,397.52
March - Jul
T9001
9,10.11
NoB
Corn
137
21.60
2,959.20
March - Jul
T900i
7&14
WaB
Corn
94
17.86
1,678.84
March - Jul
T9001
15
NoB
Corn
137
16.69
March - Jul
T9001
16
OrB
Corn
150
7.37
1,105.50
March - Jul
T8437
17
OrA
Corn
150
25,39
3,808.50
March - Jul
18,773.96
*two year PAN
OPTIONAL
T9001
1
Ln
Soybeans
180
4.95
Aril - August
T9001
2&3
No
Soybeans
160
8.15
Aril - August
T9001
4,5,6
GoA
Soybeans
168
47.42
Aril - August
T9001
9,10,11
NoB
Soybeans
140
19.53
Aril -A gust
T9001
7&14
WaB
Soybeans
100
15.44
April - August
T9001
15
NoB
Soybeans.
140
16.69
Aril - August
T9001
16
OrB
180
7.37
Aril - Au ust
T8437
17
OrA
beans
180
25A
A rii - Au ust
An
an
rSoybeans
ver cro
30
Sept. - April
TOTAL 144.9 18,773.96
Page 10

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: H&C Farm
Address: Turkey, NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Tvpe Slooe %
Maximum
Application
Rate
Crop(s) (Inlhr)
County: Sampson
Date: 3121 /2006
Maximum
Application
per Irrigation
Cycle
(inches) Comments
1
4.95
Ln
<5
Row crops
0.5
1
Pulls 1,2
2
4.81
No
<5
Row crops
0.4
1
Pull 3
3
3.34
No
<5
Row crops
0.4
1
Pull 4
4
11.97
GoA
<5
Row crops
0.4
1
Pulls 5-7
5
16.99
GoA
<5
Row crops
0.4
1
Pulls 8-10
6
18.46
GoA
<5
Row crops
0.4
1
Pulls 11-136
7
1.6
WaB
<5
Bermuda
0.6
1
Pull14
8
1.82
Mac
<5
Bermuda
0.5
1
Pull15
9`
8.18
NoB
<5
Row crops
0.4
1
Pulls 16-18
10
8.68
NoB
<5
Row crops
0.4
1
Pulls 19-22
11
2.67
NoB
<5
Row crops
0.4
1
Pull 23
12
4.07
NoB
<5
Bermuda
0.5
1
Pull24,25
13
0.66
Mac
<5
Bermuda
0.5
1
Pull26
14"
13.84
WaB
<5
Row crops
0.5
1
Pull 27-30
15
16.69
NoB
<5
Row crops
0A
1
Pull 31-34
16
7.37
OrB
<5
Row crops
0.4
1
Pulls 35.36
17'
25.39
OrA
<5
Row crops
0.4-
1
Pulls 37-43

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment_ 3" Traveller
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (fdrnin) fin/hr.) Width(ft.) Lenctth(ft) (feet) (Inches) at Gun(psi) at reel psi) Pattern Comments - Acres Der pull
F1,H1
2.19
0.41
252 225
315
1.18
60
105
330
2.77
F1,H2
2.62
0.56
165
342
315
1.18
60
105
220
2.13
F2,H3
2.63
I 0.56
225
738
315
1.18
60
105
220
4.81
F3,H4
4.3fi
0.69
145
802
315
1.18
60
105
180
3,34
F4,H5
2.19
0.41
252
I 648
315
1.18
60
105
330
5,22
F4,H6
2.19
0.41
220
610
315
1.18
60
105
330
4.39
F4,H7
2.63
0.56
161
455
315
1,18
60
105
220
2.36
F5,H8
2.63
0.56
225
805
315
1.18
60
105
220
5.30
F5,H9
2.19
0.41
220
795
315
1,18
60
105
330
5.32
F5,H10
2.19
0.41
252
847
315
1.18
60
105
330
6.37
F6,H11
2.19
0.41
252
675
315
1.18
60
105
330
5.37
F6,H12
2.19
0.41
220
572
315
1.18
60
105
330
4,19
F6,H13A
2.19
0.41
252
762
315
1.18
60
105
330
5.71
F6,H13B
4.38
0.69
142
750
315
1.18
60
105
180
3.18
F7,H14
2.63
0,56
260
138
315
1.18
60
105
220
1.60
F8,H15
4,38
0.69
142
355
315
1.18
60
105
180
1.82
F9, H 16
3.61
0.51
222.8
588
315
1.18
60
105
330
3.80
F9,H17
3.61
0.51
200
425
315
1.18
60
105
330
2.72
F9, H 18
4.33
0.69
165
326
315
1.18
60
105
220
1.66
F10,H19
2.19
0.41
252
335
315
1.18
60
105
330
3.41
F10,H2O
2.19
0.41
220
238
315
1.18
60
105
330
2.51
F10,H21
2.19
0.41
220
40
315
1.18
60
105
330
1.51
F10,H22
2.19
0.41
0
0
315
1.18
60
105
330
1.26
F11,H23
2.19
0.41
284
207
315
1.18
60
105
330
2.67
F12,H24
No Tray.
0.69
0
0
315
1.18
60
105
180
0.66
F12,H25
2.19
0.41
284
320
315
1.18
60
105
330
3.41
F13,H26
No Tray.
0.69
0
0
315
1.18
60
105
180
0.66
F14,H27 1
3.61
0.51
3.52
534
315
1.18
60
1 105
330 1
4.56

Sheet2
F14,H28
3.61
0.51
3.22
534
315
1.18
60
105
330
4.00
F14,H29
3.61
0.51
0.51
3.38
3.72
568
315
1.18
60
105
330
4.17
F14,H30
3.61
572
315
1.18
60
105
220
3.52
F15,H31
2.19
0.41
242
390
315
1.18
60
105
330
3.59
F15,H32
2.19
0.41
200
672
315
1.18
60
105
330
4.31
F15,H33
2.19
0.41
200
705
315
1.18
60
105
330
4.46
F15,H34
2.63
0.56
225
678
315
1.18
60
105
220
4.33
F16,H35
2.19
0.41
242
680
315
1.18
60
105
330
5.14
F16,H36
2.63
0.55
125
535
315
1.18
60
105
220
2.23
F17,H37
3.61
0.51
222.8
351
315
1.18
60
105
330
2.59
F17,H38
3.61
0.51
200
612
11,14
1.18
60
105
330
3.58
F17,H39
3.61
0,51
200
603
315
1_18
60
105
330
3.54
F17,H40
3.61
0,51
200
750
315
1.18
60
105
330
4.21
F17,H41
3.61
0.51
200
734
315
1.18 i
60
105
330
4.14
F17,H42
3.61
0.51 I
200
696
315
1.18
60
105
330
3.97
F17,H43
3.61
0.51
222.5
503
315
1.18
60
105
330
3.36

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irri ation
Flow Rate of S rinkier m)
225
Operating Pressure at Pump (psi)__
121.7
Design Precipitation Rate inlhr)
0.34
Hose Length (feet)
1000
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump rower Requirement (hp)
29,1
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheet8
ACREAGE CALCULATIONS
-- -F--
Pull #
Width
Le_ength
Start End
Stop End
Pull Acres
Field #
Field Acres
1
252
225
0.81
0.66
2.77
1
4.95
2
165 - 3421
225,-� 7381
-- -_..
1451 -� 802`
252 ; 64 81�_
220 6101
0.55
0.33
2.18
3
_ 0.4
0.37
_ �0.81-
0.725
� 0.6
4.$1
2
4,81
4
0,3
0.66
0.58
3.34
3
3.34
5
6
5.22
4.39
4
11.97
7
161
455
0.39
0.29
2.36
8
225
805
i 0.81
0.33
5.30
5
16.9.9
9
220
795
0.725
0.58
5.32
10
11
12
13A
13B
14
15
16
2521 847 0.81
252; 675 0-81
220_'-- 572 _ __0.725
252 762j 0.725
142 750 i 0.405
260f _ 138 _ 0.48
_ 142." „ 355� 0.362
222.8 588 0.43
0.66
0.66
6.37
5.37
6
18.46
0.58
4.19
_
0,58
5.71
_
0.33
0.3
. 0.31
0.36
3.18
1.60
1.82
3.80
7
8
9
1.60
1.82
8.18
17
200' 425
0.42
0.35
2,72
18
165 326
_
0.25
0.18
1.66
19
252 : 335
^ 0.81
0.66
3.41
10
8.68
20
_
220 :_. _''_2.38
220 40
- 0 0
284. ---- 207
_ 0.7251
0-81
j _ _0.7251
0.59.
0.58
- - 0.45
2.51
21
1.51
22
1.26
23
0.6
2.67
11
2.67
24
011
0.3621
0.3
0.66
12
4.07
25
2841
_01
320
0.725
0.6
3.41
26
0
0
0.362
0.3
0.66
13
0.66
27
222.8
534
0.43
0.36
3.52
14
13.84
28
2001
534
0.42
0.35
3.22
29
200
568
0.42
0.35
3.38
30
222.8! 572
242 --- -;390;
200 (3 2
200! 70:51
-0.43
-0.7851
0.685,
0.685
0.36
3.72
31
-0,64�
- 0.53_5
~ 0.535
3.59
15
16.69
32
4.31
33
4.46
34
2251
_ _ 678
0.51
0.32
4.33
35
242
680
0.785
0.58
5.14
16
7.37
36
125
535
0.41
0.29
2.23
37
222,8
351
0.43
0.36
2.59
17
25.39
38
200
612
0.42
0.35
3.58
39
200
603
0.42
0.35
3.54
40
2001 750, 0.42
200 W� -734' v - 0.421
200 - - 690^ 0.42'
22' - - 503 0.43
0.35
4.21
41
0.35
- -0.35
Y- - -Ci.3B
4.14
42
3.97
43
3.36
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy -Brown, LLC
Address: PO Box 759 Rose Hill, NC
Phone: [phone]
Required Documentation /
The following details of design and materials must accompany all irrigation designs: 0�
f. A scale drawing of the proposed irrigation system which includes hydrant locations, pireIines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of irrigation System Operation
This design is intended to allow additional underground piping to be installed to pulls 16-18, 27-30,
and a new field containing pulls 37-43. The new field has been designed to comply with SB515
setback requirements. For the pulls listed, acreage has been calculated based on 'wetted' acreage
criteria for new and expanded systems. All other pulls have been calculated based on existing
system criteria.
This system design also connects what are now two separate z-pipes or pumping risers. In so
doing it is required that a butterfly valve assembly be installed on each of the pumping risers to
prevent backflow when not in operation.
Producer is familiar with the startup, winterization, and R&M requirements of the system to be
used. Questions in these areas should be directed to the irrigation designer, or irrigation dealer.

CALCULATIONS
*'New Traveller pulls
Sprinkler Specifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.18 inches
Sprinkler Pressure;
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
284 feet
Lane Soacinas
Desired Spacing (%): 70 %
Design Spacing(feet): 198.8 feet
Actual Spacing (feet): 200 feet
Actual Spacing (%): 70 %
Application Rate
Application Rate =(96.3xFlowraIe)r(3.1415x(.9xradius)square d)
Design App. Rate = 0.42 inlhr
300 degree arc = 0.51 inlhr
220 degree arc = 0.69 inlhr
180 degree arc = 0.84 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrato / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
3.61 ftlmin
220 degree arc =
4.33 ftlmin
180 degree are =
7.22 ftlmin
Mainline Velocity
Velocity = .408 x Flowrate 1 pipe diameler squared feetlsec.**
**For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.55 fUsec.
Maximum Mainline Friction Loss
Most distant hydrant: 43
Total distance: 2400 feet
Friction Loss is figured using Hazen/William's Equation

Friction Loss= 0.36 feet/100 feet
Max. Mainline Loss = 3.6 feet or 3.7 psi
Total Dynamic Head
Sprinkler Pressure; 60 psi
Loss through traveller: 45 psi
Elevation head: 2.2 psi
Mainline loss: 3.7 psi
Suction head and lift: 2.2 psi
5% fitting loss: 5.7 psi
TOTAL(TDH) = 1188 psi or 274.4 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet)13960 1 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 28.3 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 118.8 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 21
NPSHR: 7 "from pump curve
If NPSHA>NPSHR OK

Sheet?
CALCULATIONS
'Existing traveller pulls
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
315 feet
'acres based on 90% or 284'
Lane Spacings
Desired Spacing (%};
70 %
Design Spacing(feet):
220.5 feet
Actual Spacing (feet):
220 feet
Actual Spacing (°o):
70 %
Application Rate
Application Rate =(96.3xFlowrate)I(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr
220 degree arc =
0.56 inlhr
180 degree arc =
0.69 infhr
Traveller Speed
Travel speed = 1.605 x Flowrate f Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
2.19 ft/min
220 degree arc =
2.63 ft/min
180 degree arc =
4.38 It/min
Mainline Velocity
Velocity = .408 x Flowrate 1 pipe diameter squared feet/sec."
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Ve€ocity=
2.55 ftlsec.
Page 1

Sheet?
0
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 4200 feet
Friction Loss is figured using Hazen[Wiltiam's Equation
Friction Loss= 0.36 feet1100 feet
Max. Mainline Loss = 15.1 feet or 6.5 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 45 psi
Elevation head: 2.2 psi
Mainline loss: 6.5 psi
Suction head and sift: 2.2 psi
5% fitting foss. 5.8 psi
TOTAL(TDH) = 121.7 psi or 281.2 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet)13960 / Pump effeciency
Pump Description: Berkeley 83J
Pump Efficiency: 55 %
Horsepower Required: 29.1 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 121.7 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
N PSHA: 21
NPSHR: 7 "from pump curve
IfNPSHA>NPSHR OK
Page 3

H Bc C Farm,
Sl
ctl EcrC I-Ocl yv.
OF (An)(JClzllcPOUkA!-
'{ LA
41-t
SJ- �3
i ti{.1c
F1� �,�4�

14.8 Acres
Corner of
House
H and C Farm
7.3 Acres
8.1 Acres �\
20.3 Acres
I
18.3 Acres
19.3 Acres
2.9
_- -' 0
19.0 Acres
1,
we
11 1 Acres
6.3 Acres
N
�3.7 Acres
' Well
S

R&I
zAC
0awlight 15pwilre-ter
Plot of the contour data for the surface:
Existing
Project:
Drawing; JART HU050N WUP
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using 5itawark
M
R" M.
I M-M.
MMM
�M®M
M
C0010116124,2

al
j

1
„r . ,,.r ....r
6-1vc,.4- LjclA)
S��-.a-lam Sc
4 At 1 --A
aaHCf
1 GaSks-fxe ± sk - I, e,-- L-0- �`13
se—k,j .lc . 40

r
1
r
i
i the pipe to provide support free from voids.
ile taken to avoid deforming, displacing, Qr
i pipe during this phase of the operation.
!� After pipeline Testing, final backrdl shall be
Dread In approximately uniform layers in such
to fill the trench completely so that there will be no
aces under or about rocks or lumps of earth in the
inal back Pill shall be free of large rocks, frozen clods
r debris greater than 76 mm (3 in.) in diameter. Rolling
-nt or heavy tampers should be used to consolidate the
final backftll only after the minimurll depth Of cover has been
placed and only with pipe taping lvall thicl gcsses greater than
that of $PR-41.
SECTION 7-SP€CIAl. �ONj IIJERATION
7.1 Bell holes for rubber gasket ]obit;. Whep the pipe being in. -
stalled is provided with rubber gasket' joints, bell holes shall be
excavated in the bedding material 10 411oW for the unobstructed
assembly of the joint. Care slinul4 be taken that the bell hole is no
larger than necessary to accomplish proper join] gssembly, Wheq the
joint has been made, the bell hale should be parefully filled with
TABLE 11-THRUST BLOCKING AND ANCHORS FOR UNDERGROUND IRRIGATION I°I?ELINEs
stop 1. hultiply the working Pressure by the appropriate value
}. &►d •; ahowp to the (allowing table to obtain total thrust in N (lb):
vF.y. „& rCaJO•'. i. PIPELINE THRUST FACTORS!, T
Y I
2,&ue:Ib.
ripe Size Dead End
90e
45'
22.1/2'
in. mm or Tee
Elbow
Elbow
Elbow
1.1 J2 38.1 2.94
4.16
2.26
1.15
2 60.8 4.56
6.46
3.50
1.18
2-1/2 63.5 6166
9,40
6.10
2.60
3 76.2 8.80
13.9
7.51
3.82
3.1(2 88.9 12.8
18.1
9.81
4.9E
4 101.6 16.2
23.0
12.4
6.31
5 127.0 24.7
36.0
18.9
9.63
6 152A. 34.8
49:2
26.7
13.6
8 203.2 64.16
83.5
46.2
23.0
10 264.0 91.5
130.0
70.0
36.8
12 304.8 129.0
182.0
90.5
50.3
' Based on thrust per )Pa (psi) pressure
7 Blocking for cross may not be needed tylth lortf
branch
lines.
Step 2. Determine the 1;earinR strength q# f'14
lu{{ (tole
the table
below:
BEARING STRENGTIi OF SOILS
I
Soils and Safe Bearing Loads
tbJit2
43
sound Shale
1900.4
478.8
Cemented Gravel and Sand
dlt(Icult to pick
4 000
191.5
Coarse and tine compact Sand
$000
143.6
Medlum Ciny-Can he spaded
2000
mil
Soft MAY
1 000
47.9
Muck
0
0
Step 3, divide the total thrust obtained in Ste 1 by the bearing
strength of the &all to get the area needed, M.
(ft ).
SIRE THRUST ALTERNATE PROCEDURE
Pipe size
Side Thrust -per Degree!
In.
mm
lb N
1.1I2
38.1
6.1 22.7
2
60.8
7.9 35.1
2.10
63.5
11.6 51.6
3
76.2
17.1 76.1
3-1/2
88.E
22A ,'' 99.6
4
li11.6
28.3 125.6
5
127.0
43.1 191.7
6
152.4
60.8 270.5
$
203.2
103.0 458.2
10
254.0
160.0 711.7
42
304.8
225.0 1000.8
+ Based on side thrust per 688 kPa (t 00 psl) pressure per degree of
deflection.
NOTE: Multiply side thrust from table by dograos of deflection
times kpa (psi) divided by 100 to obtain total side thrust In N (lb).

Figure 2. Anchorage blocks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs_ for test ❑ressure in osi
Pipe Di.ameter
(inches)
100 PSI
150 PSI
200 PSI
-
250 PSI
1 z
295
440
590
740
2
455
680
910
11.40
2'4
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490"
9740
13,000
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16
26,600
39,800
53,100
66,400

Table 2. . Factors .for Calculating Thrust lJ for
: El bows and' Tees ,
Elbows: 900T= 1.41 Tees = 0.70 L
60° _ 1.00�
i
450 = 0.76�
1 300 = 0.52
.22650 ='�'0.39; ..
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil 1b/ft2
Mulch, peat and similar 0
Soft Clay 1000 (i 10)
Sand 2000 --
Sand and gravel 3000
Stand and gravel cemented
with clay 4000
Hard shale 10,000
Thrust block area(fi2) _ lJ _ Thrust (Table 1 & Table 2)
r .F y o1bearing strength a le 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being, used. ;
' There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches,-backhoes, or vibrating plows
will be. usea for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain. trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. if soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

f
i
INSTALLATION �
f
Table 4. M.'SLR17`TION Of d:Alll f: of lS;NT MAITERIAL t'LA1SWl Al
Diamond Agricultural PVC Pipe should be assembled and
1f installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
To assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference marl:. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by piacing a board
between the bar and the pipe.
I{ norr3Tal forcedoes not complete the joint, disassemble the
joint and examine the parts to make cel;ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE r:UIOE FOR ESTItl7ATE!) RANGE OF DEGREE
EIF COMPACTION VERSUS EMBEDMENT CLASS AND AtETIIOD
OF PLACEME.S'T AS PERCENT OF STANDARD PRfYCTOR
DENSITY OR RELATivE DENSITY'
FOR GRANULAR MATERIALS IN PARENTHESIS —
CLASS OF EMBEDMENT
I
It
III
IV
M.nulruuM
MATLRIAL DESCRtPTIO.N
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The haunching area is most important to the support of
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compacted to the densities given in the Long Terns
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Figure 2
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4 SU--Ull-4 l.rrigacion waver kuuVCyai«c
Irrigation Water Conveyance
Nigh -Pressure, Underground, Plastic
Pipeline Specifications
L iR'f" rW
Minimum depth cif cover. Pipe shall be installed at suffi-
cient depth below the ground surface to provide protection
from hazards imposed by traffic crossings, farming opera-
tions, freezing temperatures, or soil cracking. the minimum
depth of comer for pipe susceptible to any of these hazards
shall be:
Pipe diameter Do et txxer
'h thrpUO-21A ............................................................... 19
3 thrvUph 5.................................................................... 24
6 or more....................................................................... 30
In areas where the pipe will not be susceptible to freez-
ing and vehicular or cultivation hazards and the soils do not
crack appreciably when dry, the minimum depth of cover
may be reduced to: .
Pipe diameter pepth of corer
h k,
/, through t'A............................................................... 6
2 through 3.................................................................... 12
4 through 6.................................................................... is
AAore than 6. 24
In cranberry bogs where the pipe is not susceptible to
freezing and heavy equipment is never allowed, the mini
mum dam of cover may be 6 in for a 6-in diameter pipe
and 12 In fw a larger pipe.
The minimum cover for polyethylene pipe is 6 in but may
be reduced to 2 in where conditions warrant. The minimum
cover for PVC pipe in cranberry bogs, where the pipe is 10
be protected from freezing attar winter flooding, shall be 12
in, if the winter flood equals Or exceeds 12 in. Where the
winter flood is less than 12 in, the top of the pipe shall be
at least 24 in it the water surface. Solvent -welded joints
shall be used at all connecil of PVC pipe where peat
and muck exist In their normal layered pattern. Rubber
gasket joints may be used tollowing normal bedding proce-
dures where coarse sand or cement layers exist.
At low places on the ground surface, extra fill may be
placed over the pipeline to provide the minimum depth of
cower. The top width of the fill shall then be no less than 10
It and the side slopes no steeper than 6:1. it extra protec-
tion is needed of vehicle crossil encasement pipe or
other approved methods may be used.
Trench construction. The trench at any point below
the top of the pipe shall b-e only wide enough to permit
the pipe to be easily placed and joined and to allow the
initial backfill material to be uniformly placed under the
haunches and along the side of the pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe. If the trench is precision excavated and has a
semicircular bottom that closely fits the pipe, the width
shall not exceed the outside diameter of the pipe by
more that 10 percent,
The trench bottom shall be uniform so that the pipe lies
on the bottom without bridging. Clods, rocks, and uneyen
sto= that can damage the pipe cr cause nonuniform sup -
pan snail be removed.
II rocks, boulders, or any other material that can damage
the pipe are encountered, the trench bottom shall be under•
cut a minimum of 4 in below final grade and filled with bed-
ding material consisting of sand or compacled fine-grained
soils.
Pipelines having a diameter of 1h through 21h in that are
to be placed in areas not subject to vehicular loads and in
soils that do not crack appreciably when dry may l placed
try using "plow -in" equipment mSlead of conventional
trenching.
Provisions shalt be made to insure safe working condi-
tions where unstable soil, trench depth, or other conditions
can be hazardous to pemornei working in the trench.
Placement. Care shall be taken to prevent permanent dis-
tortion and damage when handling the pipe during unusu-
ally warm or cold weather. The pipe shall be allowed to
come within a few degrees of the temperature it will have
attar 4 is completely covered before placing the backfttl,
other than that needed for shading, or before connecting
the pipe to other facilities. The pipe shall be uniformly and
continuously supported over its entire length on firm stable
material. Blocking or mounding shall not be used to bring
the pipe to final grade.
For pipe with bell joints, bell holes shall be excavated in
the bedding material, as needed, to allow for unobstructed
assembly of the joint and to permit the body of the pipe to
be in contact with the bedding material throughout its
length.
.iolnta and conhecliona. All joints and connections snail
be designed and constructed to withstand the design maxi-
mum working pressure for the pipeline without leakage and
to leave the inside of the line free of any otosiruction that
may tend to reduce its capacity below design requirements.
All fittings, such as couplings, reducers, bends, tees, and
crosses, shall be installed according to the recomrnlanda-
lions of the pipe manufacturer.
Fittings made of steel or other metals susceptible to cor.
rosion shalt be adequately protected by being wrapped with
plastic tape or by being coated with a substance that has
high corrosion -preventative qualities. If plastic tape is used,
all surfaces shall be thoroughly leaned and coated with a
primer compatible with the tape before wrapping.
Thrust blocks. Thrust blocks must be formed against a
solid hand -excavated trench wall undamaged by mechani-
cal equipment, They shall be constructed of concrete, and
the space between the pipe and trench wall shall be filled
to the heigni o4 the outside diameter of the pipe or as spec•
i5ed by the manufacturer.
Testirtq. The pipeline shall be tested for pressure strength.
leakage, and proper functioning. The tests may be per-
formed before backtilling or anytime after the pipeline is
ready for service.
SCS, January 1989

Irrigation Water Conveyance 430-DD-5
Tests tot pressure strength and leaks shall be accom.
plished by inspecting the pipeline and appurtenances while
the maximum working pressure is maintained and all joints
and connections are uncovered, or by observing normal
operation of the pipeline after it is put into service. Partial
backtills needed to hold the pipe in place during lasting
shall be placed as specified in "Initial Backfill." Any leaks
shall be repaired and the system retested.
The pipeline shall be tested to insure that it functions
properly at design capacity. At or below design capacity
there shall be no objectionable llow conditions. Objectiona-
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves.
Initial backfill. Hand, mechanical, or water packing meth-
ods may be used.
The initial backfill material shall be soil or sand that is
free Irom rocks or stones larger than t in, in diameter, At
the time of placement, the moisture content of the material
shall be such that the required degree of companion can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
displaced, excessively deformed. or damaged -
If backfifling is done by hand or mechanical means, the
initial fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral support to the
pipe.
it the water packing method is used, the pipeline first
Shall be filled with water. The initial backtill before wetting
shall be of sufficient depth to insure complete coverage of
the pipe after consolidation. Water packing is accomplished
by adding enough water to diked reaches of the trench to
thoroughly saturate the initial backfill without excessive
pooling. After the backfill is saturated, the pipeline shall
remain full until aher the final backfill is made. The wetted
fill shall be allowed to dry until firm before beginning the
final backfill.
Flnal backfill. The final backfilf material shall be free of
large rocks, frozen clods, and other debris greater than 3
in, in diameter. The material shall be placed and spread in
approximately uniform layers so that there will be no
unfilled spaces in the backfill and the backfill will be ievel
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Rail-
ing equipment shall not be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
All special backfiiling requirements of the pipe manufac-
turer shaft be met.
Basis of acceptance. The acceptability of the pipeline
shall be determined by inspections to check compliance
with all the provisions of this standard with respect to the
design of the line, the pipe and pipe marking, the appurte-
nances, and the minimum installation requirements.
Certlficatlons and guarantee. If reques%rd by the state
conservation engineer, a qualified testing laboratory must
certify with supporting test results that the pipe meets the
requirements specified in this standard. The seal of
approval of a recognized laboratory on pipe beating one of
the ASTM designations listed in this standard may be
accepted lot this certification.
The installing contractor shall certify that his or her instal-
lation complies with the requirements of this standard. He
or she shall furnish a written guarantee that protects the
owner against detective workmanship and materials for not
less than t year. The certification identifies the manufac-
turer and markings of the pipe used.
Materials
Duality of plastic pipe. The compound used in manufac-
turing the pipe Shall meet the requirements of one of the
following matenais:
1. Polyvinyl chloride (PVC) as specified in ASTM-D-1784.
Coda
Matenal
ctassification
Npe1. Grade t.........................................................
12454-8
Type I, Grade 2.........................................................
12454-C
Type It, Grade 1..................................... :..................
14333�-0
2. Acrylonitnle-butadiene�styrene (ASS) as specified in
ASTM-to-1788.
Code
Material classification
typet, Grade 2......................................................... 5-2-2
nlpe 1. Grade 3..................................... I ............. ...... 3_5-5
TypeIt, Grade 1........................................................ 4-.A-5
3. Potyetfryiene (PE) as specified in ASTM-0-1248.
Code
Material ctassification
Grade P14, Class C..................................................
IC-P14
Grade P23, Class C..................................................
OC-P23
Grade P33, Class C.................................................
IIIC-1233
Grade P34, Class C..................................................
IVC-P3a
The pipe shall be homogeneous throughout and free
from visible cracks, holes, foreign matter, or other (let@=.
The pipe shall be as uniform in color, opacity, density, and
other physical properties as is commercially practicable.
Pipe requirements. All pipe installed under this standard
shall be pressure rated for water.
The relationship between standard dimension ratios,
dimensions, hydrostatic design stresses, and pressura rat-
ings shall be determined by one of the foilowing formulas:
For PVC, ABS, and PE pipe with outside diameter,
contrail ed:
2P:T for P aR-1
SCS, January 1989

FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
p 4-Inch 4 5-Inch 6-Inch 8-Inch 10-Inch
Gallons
Per Min.
FRICTION HEAD BOSS IN FEET PER HUNDRED FEE
150
1: 1 1
160
1.26
170
1Al
180
1.57
190
1.73
200
1,90
220
2.28 .81
.34
240
2.67 .95
.40
260
3.10 1.10
.46
280
3.56 1.26
.54
300
4,04 1.43
.61
320
4.56 1,62
.69
340
5.10 1.82
.77
360
5.67 2.02
.86
1 380
6.26 2.22
.95
400
6.90 2.45
1.04
420
2.69
1.14
440
292
1.25
460
3,18
1.35
480
3,44
1.46
500
3.70
1.58
550
1.89
600
2.22
650
2.56
700
2:96
750
3.36
600
3.7B 1,
850
4.24 1.
900
Table based on Hazen -Williams
4.71 1.
950
equation-Cw = 150
5.21 1.
1000
5.73 1.
I To find friction head loss in
1050
PVC pipe having a standard
1
1100
dimension ratio other than 21,
1
1150
the values in the table should
2.
1200
be multiplied by the
2.
1250
appropriate conversion factor
2.
1300
(F) shown below:
2.
1350
2.
1400
1450
150e
1600
1700
1800
1900
2000
2.
3.
3.
09
10
12
14
17
19
21
24
26
28
31
34
37
41
43
52
61
71
81
93
04
17
30
44
58
73
88
05
21
39
57
76
95
16
35
.12
.14
.15
.18
.21
.24
.28
.32
.36
.40
.44
.49
.54
.59
.65
.70
.76
• .82
.88
.95
1.01
1.08
1.15
1.30
1,45
1.62
1,79
1.97
12-Inch
060
.083
.096
,110
.125
.141
.158
.175
.194
.213
.233
.254
276
.298
.322
346
371
.397
.423
.451
.508
.568
.632
698
.767
.840
i
J
)ss below bold line indicates velocities in excess of 5 feel per second
,Iocilies which exceed 5 lee( per second are not recommended.

Field Calibration Procedures, ":
for Animal Wastewater Applica'-flon.1clulpmen
HARD HOSE
CABLE TOW TRAVEM IRRIGATION SYSTE'-'
North.'CdrdlinO;Gop%perotive
. . I
,Extensio6-S* -'vice,,`
,'..
North - Cdtoftva',Sruie: Un't VLrsity

Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE
AND CABLE
TOW TRAVELER
IRRIGATION SYSTEM
General Guidelines
Land application equipment used on animal production farms must be field
calibrated or evaluated in accordance with existing design charts and tables
according to state rules that went into effect September 1, 1996. Technical
Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers' charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
Operating an irrigation system differently than
assumed in the design will alter the application rate,
uniformity of coverage, and subsequently the applica-
tion uniformity. Operating with excessive pressure
results in smaller droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. Pump
wear tends to reduce operating pressure and flow.
With continued use, nozzle wear results in an increase
in the nozzle opening, which will increase the
discharge rate while decreasing the wetted diameter.
Clogging of nozzles or crystallization of main lines ;
can result in increased pump pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure. An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformity. Field calibration helps ensure that nutri-
ents from animal waste are applied uniformly and at
proper rates.
The calibration of a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unifor-
mity.
An in -line flow meter installed In the main
irrigation line provides a good estimate of the total
volume pumped from the lagoon during each irriga-
tion cycle. The average application depth can be
determined by dividing the pumped volume by the
application area. The average application depth is
computed from the formula:
Average application depth (inches)
Volume pumped (gallons)
27,1544 (gallac-in) X Application area (acres)
The average application depth is the average
amount applied throughout the field. Unfortunately,
sprinklers do not apply the same depth of water
throughout their wetted diameter. Under normal
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Big gun sprinkler systems typically have overlap
based on a design sprinkler spacing of 70 to 80
percent of the wetted sprinkler diameter to compen-
n

field Calibration Procedures
for Animal Wastewater Application Equipment
sate for the declining application along the outer
perimeter. When operated at the design pressure, this
overlap results in acceptable application uniformity,
When operated improperly, well -designed systems
will not provide acceptable application uniformity.
For example, if the pressure is too low, the applica-
tion depth will be several times higher near the
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers'
charts. Even through the average application depth
may be acceptable, some areas receive excessively
high application while others receive no application
at all.
When applying wastewater high in nutrients, it is
important to determine the application uniformity.
Collection containers distributed throughout the
application area must be used to evaluate application
uniformity.
Many types of containers can be used to collect
flow and determine the application uniformity.
Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anything with a
uniform opening and cross section can be used
provided the container is deep enough (at least 4
inches deep) to prevent splash and excessive evapora-
tion, and the liquid collected can be easily trans-
ferred to a scaled container for measuring. All con-
tainers should be the same size and shape to simplify
application depth computations.
All collection containers should be set up at the
same height relative to the height of the sprinkler
nozzle (discharge elevation). Normally, the top of
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection container.
Calibration should be performed during periods
of low evaporation. Best times are before 10 a.m. or
after 4 p.m. on days with light wind (less than 5
miles per hour). On cool, cloudy days the calibration
can be performed anytime when wind velocity is less
than 5 mph.
The volume (depth) collected during calibration
should be read soon after the sprinkler gun cart has
moved one wetted radius past the collection gauges
to minimize evaporation from the rain gauge. Where
a procedure must be performed more than once,
containers should be read and values recorded
Immediately after each setup.
Calibration Setup for Hard Hose and
Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated
by placing a row (transect) of collection containers or
gauges perpendicular to the direction of travel, Figure
1. The outer gauge on each end of the row should
extend past the furthest distance the gun will throw
wastewater to ensure that the calibration is performed
on the "full" wetted diameter of the gun sprinkler.
Multiple rows increase the accuracy of the calibration.
Containers should be spaced no further apart than
1/16 of the wetted diameter of the gun sprinkler not
to exceed 25 feet. At least 16 gauges should be used in
the calibration. Sixteen gauges will be adequate
except for large guns where the wetted diameter
exceeds 400 feet.
(Maximum recommended spacing between
gauges, 25 feet X 16 = 400 feet.) Gauges should be set
at least one full wetted diameter of throw from either
end of the travel lane, as shown in Figure 1.
The system should be operated such that the
minimum travel distance of the gun cart exceeds the
wetted diameter of throw. Application volumes
should be read as soon as the last gauges stop being
wetted.
0

i
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart >
Left Right
Row of 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
collection O o O O o O a O O O O O O o O G
gauges
Gun
cart
Direction of travel
Wetted diameter
(320
feet) -- >
At least one wetted
diameter end of field
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
- • ,:, .; :' .. , _ _ , .. .. ... - - - - .. •:'• • -;':' is �,
CALIBRATION PROCEDURES ;-
1 Determine rile wetted: diameter of the gun'.-
Determine the number of collection'gauges and spacing between gauges,;Fo
feet, "the rain gauge'spacing should not exceed.2o feet. (32&ft=%-T6,=:20-ft
.- ,-.. , - .,...,,,� r.• • s.
3. Lab`eI garlges outward from the pun cart as ielther'left or right (LT; 11.1 L3;'etc,
' :•Set'outgauges .alon9 arciw:aslabeled •and shown iri-Figiite''1,,,egiially,spated
item 2 (2Q feet):`The row should be at least one wetted diameter from eith'pr_
gauge ,on each side `of the travel lane should be 1 /2 the gauge .spating'from;t
gauge spacing of 20 feet, Ll and RI should be 10 feet from the center of the
5. Operate the. systern.for the time required for the gun to completely pass; all ci
the "starting" -time -that wastewater begiris•to.be.applied along`'the row;of ga
wilier► wastewater. no longer !s being applied ariywheeE along; tf7e row':Aiso:re
`:feet for..•the"time of bop ration.
6 Immediately',record the amounts collected in ea"c"n gauge (Refer to Table_ I Ic
,7:". Identify those gauges.tha'tfall, outside.the effective lane'spacing, Figure 2rTh,
volume that wnuld.be collected when'operating:Ehe system on the"adjaceiti[`:I
8. Superirnppse,(left'tc(riq, t and'vice versa }.the gauges just outside the effer !v+
inside the �effectiVe, width. -Add the volumes'tpgether
..;" For thsaayout shovrn in Figure 2, add the,yaluirle,(depth)`collectediq.yai
- A f
`spacing) to voiume,(depth) collected In gauge L5"(inside the effective lai
added to 1.6; Li3 is added to 15; arid L7 is added to Rb This is noini tfile applic:
the effective'lane spacing adjusted for overlap " f
,n.r

Field Calibration Procedures
for Animal Wastewater Application Equipment
Reel cart
Lane 1 Lane 2
8
O
B
d
Direction of travel
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
.""'CALIBRATION PROCEDUR continue
���
"...9.'Add the -amounts collected in all gauges and,divide.by the number of gauges within the effective area. This.
average'appiitatiori depth (inches_} within the effective lane spacing.
',�;.'•'}•• •'.4'siA••'?;.V:�: 4.';:y - - Um•of amounts collected in all gauges
.. ,''t ' M.�i: ��''r., �•T•� S.H�?gverage�applicat3dri'CieptFi`� ..
NtJmber of gauges within effective width
.'.`.Si•.. ''fir' '" ,'!f_;! -.-•�' '• .-, '. .
10. Calculate the deviation depth. for each gauge: ,The deviation depth is the difference between each
'individual
gauge'valiae:and the average value of all gauges (#7). Record the absolute value of each
deviation.clepth Absolute value means the sign of the number (negative sign) is dropped and all values are
'treated'as positive,' The syfnbol far absolute value is a straight thin fine. For example, 121 means treat the
',•' number 2 as:an absolute value. It does not mean the number ] 2i . Because this symbol can lead to
misunderstandings, it is' not used with numbers in the worksheets at the end of this publication. The
symbol is.used in formulas in the text: • '
-Devlation depth:: = �Uepth collected in,gauge i —average application depth)
ref eis to the gauge number.
11. Add amounts in* #10 to get"sum: of i -'e deviations" from the average depth and divide by the number of
gauges to get the aye-ra_ ge. deviation: ;
Su deviations (add a►nounts computed in #1 D) .
Average'deviation depth:=
Number of gauges within effective lane spacing
i2.The'precipitation rate­(in6eslho.6'r)*is computed by dividing the average 'application depth (inch) (#9) by
C
.'
the application t1md (flour5).(#5),
Average appllcation depth (inch)
Precipitation rate
.;Application time (hours) -

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Distance traveled (feet)
Average travel speed =
Time (minutes)
14, Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
Average depth (#9) — Average deviation (#11)
.0 = Xi00
Average depth (##9)
15. Interpret the calibration results. The higher the index value, the more uniform the application. An index of
100 would mean that the uniformity is perfect— the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed UC is less than 70, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun ModeIJ50 Type Taper Bore,
Nozzle Dia. 0.9 inch Pressure (Gun) 7Q_0 Reel 105 W
Wetted diameter 320 ft Effective Spacing 224 ft Flow 197 -GPM
Hose Size: Length.800 ft Diameter3.in
b. Spacing between collection containers (spacing 320 (ft)1 16) = 2p ft
c. Number of gauges =16 1 M1
d. Start of Irrigation eventZ 15 a.m.
e. End of Irrigation event :0� 0 a.m.
f.. Duration (e-d) 105 minutes
g. Travel distance 320 feet .
h. Operate the system and collect data.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data (continued)
Gauge Distance Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volume
from Average*
(feet) (inches) (inches)
(inches)
(inches)
Ll 10 .94
.94
.235 (1 - j)
L2 30 .80
.80
.095 (2 - j)
L3 50 .59
.59
.115 ( etc)
L4 70 .61
.61
.095
L5 90 .50 .13
.63
.075
1-6� 110 .42 .20
.62
.085
L7 130 .33
L8 150 .07
R1 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
.92
.215
R4 70 .64
.64
.065
R5 90 .50 .07
.57
.135
R6 110 .27 .33
.60
.105
R7 130 .20
R8 .150 .13
"Absolute value; treat all values as positive.
1. Sum of all volumes collected in #h - 46- inches
j. Average catch (!/number of gauges within effective width (12)
0.705 inches
Distance traveled (ft)
320 ft
k. Compute the average travel speed =
_
= 3.04 ft/min
Time (min)
105 min
average depth (inches) 0.705 in
I. Precipitation rate = I _ = 0 40 i r
application time (hour) .1.75 hr
m. Sum of deviations from the average catch---I-,356
n. Average deviation from average catch (m/12) 0.113
o. Uniformity coefficient
0.705 - 0.113
U, = X 100 = BA
. 0.705
.
F.
p. Interpret results. Uniformity coefficient of 84 is in the good range fora traveler system. No adjustment
is necessary.

a t -
L
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigations System
DATE: Land Owner Farm No.
a. Manufacturers' Specifications: Gun Model Type
Nozzle Dia. in Pressure (Gun) (Reel)
Wetted diameter ft Effective Spacing _ ft Flow GPM
Hose Size: length ft Diameter in
b. Spacing between collection containers (diameter __(ft) / 16) = ft
c. wetted diameter (ft)
Number of gauges = M —
gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) min
ove<1� � o-awd
g. Travel distance feet
h. Operate the system, collect data,
and record on the worksheet on page 8.
1. Sum of all catches inches
J. Average catch (ilnumber of gauges) inches
Distance traveled (ft)
k. Average travel speed =
Time (min)
I. Sum of all deviations from the average catch
rn. Average deviation from average catch
n. Uniformity coefficient
u=
(m)
-- X 100 =
Lana 1 Lan. 2
I.FI laphl
1 7 6! 4 3 7 1 I i 1 4 1 6 7 1
a o 0 0 a o a o g q q q q p 0 0
LN1 1lfyhl i
6 7 14 S a 1 1 1 12 1 4 1 d 17 4w i
a 0 0 0 0 0 0 0 0 0 p p p a 0 In I
i Gun
i W i
Ellrcvf21414ei)a�4
i
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. if the computed U, is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.

Fiild Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data (continued)
Gauge Distance Volume Overlap Corrected Deviation
No. from Center Collected Adjustment Volume from Average*
(feet) (inches) (inches) (inches) (inches)
Ll
L2
L3
L4
L5
L6
U
LS
L9
L1O
Rl
RZ
R3
R4
R5
R6
R7
R8
R9
R1©
`Absolute value;
treat all values as positive. Steel cart - —�
Left Right
Rnw of 8 7 6 S 4 3 7 1 1 1 3 4 S 6 7 6
Collection ----+> o O O a Q o O Q o 00 U O O O O
gauge
Gun
cart
131rection of trmmi
Wetted diameter At least one wetted
�— (320leet) diameter and of field

O� W AT, �Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
-t Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
P Jart Hudson
H&C Farm JUN 2 7 2007
4901 Old Warsaw Rd
Turkey, NC 28393
Subject: Certificate of Coverage No. AWS820709
H&C Farm
Animal Waste Management System
Sampson County
Dear P Jart Hudson:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to P Jart Hudson, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the H&C Farm, located in Sampson County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 7040 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition IIL 19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualily.ore Locatiow 2728 Capital Boulevard
An Equal OpportunitylAffirmative Action Empbyer— 50% Recycled110% Post Consumer Paper
One
NrthCarolina
Apatura!!ty
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-Foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must he submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820709

•� r
is 8' 1sl=d1 a
ia�.;F_. iWAST�ErvUILIZATIQN;IPLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: H&C Farm
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above, I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DErM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please grind)
Jart Hudson
Signature: Date: '5K
Name of Manager (If different from owner): jCl 44Z L1' &
Signature: Date:
Name of Technical Specialist: (Pleaseprint) Kraig Westerbeek
Affiliation: Private
Address (Agency);
Signature
1635 West Wards Bprdge Rd.
Warsaw, NC 2839
raye a
Date: .> / DI d / U b

Tract Field Soil
# No. Toe
WASTE UTILIZAT;!ON PLEA{N .;
t'sn�`;;''T`
lax, , u- a uxr.s.i it n4np i3s rlk.id
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre* Utilized Application
T9001
1
Ln
Corn
143
4.95
707.85
March -July
T9D01
2&3
No
Corn
137
8.15
1,116.55
March - Jul
T9001
4,5,6
GoA
Corn
156
47.42
7,397.52
March - Jul
T9001
9.10,11
Nob
Corn
137
21.60
2,959.20
March - July
T9001
7&14
WaS
Corn
94
17.86
1.678,84
March - Jul
T9001
15
NoB
Corn
137
16.69
March - Jul
T9001
16
OrB
Corn
150
7.37
1,105.50
March - Jul
T8437
17
OrA
Corn
150
25,39
3,808.50
March - July
18,773.96
*two year PAN
OPTIONAL
T9001
1
Ln
5a beans
180
4.95
Aril - August
T9001
2&3
No
Soybeans
160
8.15
Aril - August
T9001
4,5,6
GoA
Soybeans
168
47.42
Aril - August
T9001
9,10,11
NoB
Soybeans
140
19.53
April - August
T9001
7&14
WaB
Soybeans
100
15.44
Aril - August
T9001
15
NoB
Soybeans
140
16.69
Aril - Au ust
T9001
16
OrB
Soybeans
180
7.37
Aril - August
T8437
17
OrA
Soybeans
180
25.4
Aril - August
Any
any
Cover cro
30
Sept, - April
TOTAL 144.9 18,773.96
Page 10

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: H&C Farm
Address: Turkey, NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil i voe Slooe %
Maximum
Application
Rate
Crop(s) (lnlhr)
County: Sampson
Date: 3121/2006
Maximum
Application
per Irrigation
Cycle
(inches) Comments
1
4.95
Ln
<5
Row crops
0.5
1
Pulls 1,2
2
4.81
No
<5
Row crops
0.4
1
Pull 3
3
3.34
No
<5
Row crops
0.4
1
Pull 4
4
11.97
GoA
<5
Row crops
0.4
1
Pulls 5-7
5
16.99
GoA
<5
Row crops
0.4
1
Pulls 8-10
6
18.46
GoA
<5
Row crops
0.4
1
Pulls 11-13B
7
1.6
WaB
<5
Bermuda
0.6
1
Pull14
8
1.82
MaC
<5
Bermuda
0.5
1
Pull15
9'
8.18
NoB
<5
Row crops
0.4
1
Pulls 16-18
10
8.68
NoB
<5
Row crops
0.4
1
Pulls 19-22
11
2.67
NoB
<5
Row crops
0.4
1
Pull 23
12
4.07
NoB
<5
Bermuda
0.5
1
Pull24,25
13
0.66
MaC
<5
Bermuda
0.5
1
Pull26
14"
13.84
WaB
<5
Row crops
0.5
1
Pull 27-30
15
16.69
NOB
<5
Row crops
0.4
1
Pull 31-34
16
7.37
OrB
<5
Row crops
0.4
1
Pulls 35,36
17'
25.39
OrA
<5
Row crops
0.4-
1
Pulls 37-43

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Traveller
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No- ffUmin) fin/hr.) Width(ft.) Lenoth(ft) (feet) (inches) at Gun(Dsi) at reel(nsi) Pattern Comments - Acres ner null
F1,H1
2.19
0.41
252 225
315
1.18
60
105
330
2.77
F1,H2
2.6-�,
0.56
165 342
315
1.13
60
105
220
2.18
F2,H3
2.63
0.56
225
738
315
1.18
60
105
220
4.81
F3,H4
4.38
0.69
145
802
31.5
1.18
60
105
180
3.34
F4,H5
2.19
0.41
252
648
315
1.18
60
105
330
5.22
F4,H6
2.19
0.41
220
610
315
1.18
60
105
330
4.39
F4,H7
2.63
0.56
161
455
315
1,18
60
105
220
2.36
F5, H8
2.63
0.56
225
805
315
1.18
60
105
220
5.30
F5,H9
2.19
0.41
220
795
315
1.18
60
105
330
5.32
F5,H10
2.19
0.41
252
847
315
1.18
60
105
330
6.37
F6,H11
2,19
0.41
252
675
315
1.18
60
105
330
5,37
F6,H12
2.19
0.41
220
572
315
1.18
60
105
330
4.19
F6,H13A
2.19
0.41
252
762
315
1.18
60
105
330
5.71
F6,H138
4,38
0,69
142
750
315
1.18
60
105
180
3.18
F7,H14
2.63
0.56
250
138
315
1.18
60
105
220
1.60
F8,H15
4,38
0,69
142
355
315
1.18
60
105
150
1.82
F9,H16
3,61
0,51
222.8
588
315
1.18
60
105
330
3.80
F9,H17
3.61
0.51
200
425
315
1.18
60
105
330
2.72
F9,H18
4.33
0.69
165
326
315
1.18
60
105
220
1.66
F10,H19
2.19
0.41
252
335
315
1.18
60
105
330
3.41
F10,H2O
2.19
0.41
220
238
315
1.18
60
105
330
2.51
F10,H21
2.19
0.41
220
40
315
1.18
60
105
330
1.51
F10,H22
2.19
0.41
0
0
315
1.18
60
105
330
1-26
F11,H23
2.19
0.41
284
207
315
1.18
60
105
330
2.67
F12,H24
No Tray.
0.69
0
0
315
1,18
60
105
180
0.66
F12,H25
2.19
0.41
284
320
315
1.18
60
105
330
3.41
F13,H26
No Trav_ 1
0.69
0 10
315
1.18
60
105
180
0.66
F14,H27
3.61
0.51
3.52
534
315
1,18
60
105
330
4.56

Sheet2
F 14,H28
3.61
0.51
3.22
534
315
1,18
60
105
330
4.00
F14,H29
3.61
0.51
3.38
558
315
118
60
105
330
4.17
F14.H30
3.61
0.51
3.72
572
315
1,18
60
105
220
3.52
F15,H31
2.19
0.41
242
390
315
1.18
60
105
330
3.59
F15,H32
2.19
0.41
200
672
315
1.18
60
105
330
4.31
F15,H33
2.19
0.41
200
705
315
1.18
60
105
330
4.46
F15,H34
E 2.63
0.56
225
678
215
1.18
60
105
220
4.33
F16,H35
2.19
0.41
2 =2
680
315
1,18
60
105
330
5.14
F16,H36
2.63
0.56
125
535
315
1.18
60
105
220
2.23
F17,H37
161
❑,51
222,8
351
315
1.18
60
105
330
2.59
F17,H38
2.61
0.51
200
612
315
1.18
60
105
330
3.58
F17,H39
3.61
0.51
200
603
315
1.18
60 105
330
3.54
F17,H40
3.61
0.51
200
750
315
1.18
60
105
330
4.21
F17,H41
I 3.61
0.51
2C)D
734
315
1.18
60
105
330
4.14
F17,H42
3.61
0.51
200 _
222.8
696
3'
1.18
60
105
330
3.97
F17,H43
3.61
0.51
503
315
1.18
60
105
330
3.36

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
225
Operating Pressure at Pump (psi)
121.7
Design Precipitation Rate in/hr)
0.34
!-lose Length(feet)
1000
xxxxxXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electdc)
Engine
Pump Power Requirement (hp)
29.1
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA s , ft.
re 90 de e bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheet8
ACREAGE CALCULATIONS
i
Pull T
Vtilidih
Start End
Stop End
Pull Acres
Field #
Field Acres
1
�252,
05
0.81
0.66
2.77
1
4,95
2
1651 -- 34_2 ! 0.55
225, _ 738� - 0.4
145 _ ^ _ 802 D.37:
_
252 � -- 648 ! -- 0.81
220610! _ 0.7251
161I 455"- 0.39
225 i 805 0.81
_ 220I 795 0.725
252_1 847 0.811
2521 -675, 0.81
22 0 �- -- 5-7 0.725
252 _ 762 D.725
142, 750. 0.405
0.33
-
2.18
3
_ 0.6;
-_ - 0.3µ
_ 0.66
0.58
0,29
0.33
0.58
0,66
- 0.66
4.81
2
4.81
4
3.34
5.22
4,39
- 2.36
5.30
5.32
6.37
5,37
3
4
5
6
3.34
11.97
16.99
_
18.46
5
6
7
B
9
10_-_
11 --�-
12
0.581
4.19
13A
_
5.71
13B
--- _0.58
0.33
3.18
14
15
260
„ 14Z
1381
„ , , .�551
-Q4$
0.362,
_
0.3
0.3
1.60
1.82
7
8
1.60
1.82
16
222.8
' 588
0.43
0.36
3.80
9
8.18
17
200
425
0.42
0.35
2.72
18 -I
165
326
0.25
0.18
1.66
19 --_-I-
52 2 --_ --- 335
0,66
3.41
10
8.68
_
20---
_0.81
- 220!..� . `2383 0.725
220:- - 40 - 0.725,
I 0 0 0.81
284, .. 207 p.7251
0 0.3621
_ _ 0.58,_
�- 0.581
; 0.45
2.51
_
�-
21 �
1.51
--
22
1.26
2.671
11
_
2.67
-
23
0.6;
24
0.3
0.661
12
4,07
25
284
_01
320
0.725
0.6
3.41
26
i- 0
01
0.362
0.3
0.66
13
0.66
27
222.8
534
0.43
0,36
3,52
14
13.84
_
28
200
534I
_
0.42
0.35
3.22
29
200
_
568
0.42
3.38
30 -
_
-- 222.8�--5721 '0.43I
242 - 390 0.7851'
200 t, ;' % 0.6851
- 200; 705- 0.685,
___0.35f
0.36I 3.72
_._ -0.64 3.59
0.535 4.31
0.535 4.46
0.32 4.33
_
31
15
- 16.69
- -
32_
33 --
34
2251
6781- 0.51
35
2421
6801 0.785
0.58
5.14
16
7.37
36
125
535
0.4
0.29
2.23
37
222.8
351
0.43
0.36
2.59
17
25.39
38
200
612
0.42
0.35
3.58
--
40200
6
200 ^ - 50 0.42
0. 22200 734 =12
200 5g1i3 0.4-2
2.8; "- 503, ' -0.431
_- _ 0_35
� _0.35
V4- 0.35
---0.361
4.21
41 _
4.14
42
3.97
43
3.36
LA
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy -Brown, LLC
Address: PO Box 759 Rose Hill, NC
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locationspipelines, thrust block locations and buffer areas when
2 Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or Calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block Configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprtnkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider alf relevant factors at a particular site and
address them as appropriate-
9- Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 56' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is intended to allow additional underground piping to be installed to pulls 16-18, 27-30,
and a new field containing pulls 37-43. The new field has been designed to comply with SB515
setback requirements. For the pulls listed, acreage has been calculated based on 'wetted' acreage
criteria for new and expanded systems. All other pulls have been calculated based on existing
system criteria.
This system design also connects what are now two separate z-pipes or pumping risers. In so
doing it is required that a butterfly valve assembly be installed on each of the pumping risers to
prevent backflow when not in operation.
Producer is familiar with the startup, winterization, and RAM requirements of the system to be
used. Questions in these areas should be directed to the irrigation designer, or irrigation dealer.

CALCULATIONS
"New Traveller pulls
Si2rinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
284 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
198.8 feet
Actual Spacing (feet):
200 feet
Actual Spacing (%):
70 %
Application Rate
Application Rate =(96.3xFlo:%,rrie)1(3.1415x(.9xradius)squared)
Design App. Rate = 0.42 inlhr
300 degree arc = 0.51 inlhr
220 degree arc = 0.69 inlhr
180 degree arc = 0.84 inlhr
Traveller Speed
Travel speed = 1.605 x Flowiate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 3.61 ftlmin
220 degree arc = 4.33 ftlmin
180 degree arc = 7.22 ftlmin
Mainline Velocity
Velocity = .408 x Flowr ate l pipe diameter squared feetlsec."
"For buried pipelines, velocity should be belovi 5 feet per second
Pipe size: 6 inches
Velocity= 2.55 ftlsee,
Maximum Mainline Friction Loss
Most distant hydrant: 43
Total distance: 2400 feet
Friction Loss is figured using Hazen/William's Equation

Friction Loss= 0.36 feetl100 feet
Max. Mainline Loss = 8.6 feet or 3.7 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
45 psi
Elevation head:
2.2 psi
Mainline loss:
3.7 psi
Suction head and lift:
2.2 psi
5% fatting loss:
5.7 psi
TOTAL(TD}I) =
1 18.8 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)1 39601 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 28.3 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree eibow:
4.0 ft2
Tee:
2.5 f12
45 degree elbow:
2.7 ft2
Pine Pressure Ratino Check
274.4 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 118.8 psi
70% of Pressure Rating: 140 psi
If Max, Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 21
NPSHR: 7 "from pump curve
If NPSHA>NPSHR OK

Sheet7
CALCULATIONS
'Existing traveller pulls
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM)-.
225 gpm
Wetted Diameter:
315 feet
"acres based on 90% or 284'
Lane Soaclnas
Desired Spacing (%): 70 %
Design Spacing(feet): 220.5 feet
Actual Spacing (feet): 220 feet
Actual Spacing (%): 70 %
Application Rate
Application Rate =(96.3xFlowrate)l(3.1415x(.9xradius)squ@red)
Design App. Rate = 0.34 inlhr
300 degree arc = 0.41 inlhr
220 degree arc = 0-56 inlhr
180 degree arc = 0.69 inlhr
Traveller Speed
Travel speed = 1.605 x Flowrate 1 Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
2.19 ftlmin
220 degree arc =
2,63 ftlmin
180 degree arc =
4.38 ftlmin
Mainline Velocity
Velocity = ,408 x Flowrate / pipe diameter squared feeUsec."
"'For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.55 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 4200 feet
Friction Loss is figured using HazeniWitliam`s Equation
Friction Loss= 0.36 feetl100 feet
Max. Mainline Loss = 15.1 feet or 6.5 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
45 psi
Elevation head:
2.2 psi
Mainline loss:
6.5 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.8 psi
TOTAL(TDII) =
121.7 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 29.1 Hp
Thrust Slockinq
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 f12
PiRe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 121.7 psi
70% of Pressure Rating: 140 psi
281.2 feet
If Max, Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 21
NPSHR: 7 'from pump curve
If NPSHA>NPSHR OK
Page 3

H
Scale:
Corn of nws•
& C Farm\,
° `Y
1�aF{f
1 "= 504'
:r 1
Cri i5-cK L-ocA'iyo
OF t��l�C�Gr�til
VA T11-L T :6: S
3 i o rE. C S Tit
i
n& flue
fiV lti y [ n
W.M ./IW .(("I

H and C Farm
7.3 Acres
8.1 Acres
i v
4.7 Acres_-_)
20.3 Acres � 19.3 Acres
14.8 Acres
2.9 Ac
Corner of
18.3 Acres
House
Q 8.9 Acres
17 r`
7
° -1-kI
11.1 Acres
1 �\
6.3 Acres \
13.7 Acr4\.
°Well
W E
S

4)
11 . ...............
...........
C3) 3.&AC-
. .. .........
...........
16 1-11C
At-
-----------
A*
.
...........
......
tA(:
Daylight Xepa-kMa-tor
Plot of the contour data for the surface:
Existing
Project:
Drawing: DART HUDSON WUP
Number:
Location:
Bid Date:
Engineer:
Owner*
rEstimator:
proparad by: using Sitework
'Mwr
AG
so v.-
CROP
Vmz.:s
16mleev
Q601
4-
LK
41
2-
6.4
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rbMK
700
4
18
czrtt"
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&/
.5
17
go A
gon,,
76-
1/
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IA.B
No 8
so
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13
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r6 8
4-
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=- Gr.-�� 1.,qj
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the pipe to provide support free from voids.
,c taken to avoid deforming, displacing, pr
pipe during this phase of the operation.
i
f
r ,. After pipeline 1431ing, final backfill shall be
arced in approximately urtifofm layers in such 4
i to fdl the trench completely so that there will be no
aces under or about racks of lump! of earth in the
!r -final backfdl shall be froc of large rocks, frozen clods
r debris greatcf titan 76 mm (3 in.) in diameter. Rolling
:nt or heavy tampers should be used to consolidate the
final baekfill only after the minimum depth of cover his been
placed and only with pipe Haying }+rail 11-ti4nesses gre,uef short
that of $DR-91.`
SECTIorq 7--SpipCIAL PQN§IL?EIPAII�Ii$
7.1 Bell holes for tubber gasket Joint;, Wh a the pipe being in.
stalled is provided withrubber gasket' Joints, bell holes shall be
excavated in the bedding material to allow for the unobstructed
assembly of the joint. Care should be taken that the bell hole is no
larger than necessary to accomplish pr@per joint 4ssentbiy, When the
joint has been made, the btli hale should be carefully filled with
TABLE 11 - THRUST BLOCKING ANR ANCHORS FOR UNDERGROUND. IRRIGATION FIPEL[NES
ii
D:s PQ yr'
Stop 1. Multiply the working pressure by the epproprlole value
showp In the $allowing table to obtain total thrust in N (lb)-,
PIPELINE THRUST FACTORS! t
Pipe Size Dead End 90° -45,
22.112'
In. mm or Tee Elbow Elbow
Elbow
1-1/2 38.1 2.94 4.16 2.25
1.16
2 50.8 4.66 6.46 3.50
1.78
2-1/2 63.6 6.65 9.40 6.10
2.60
3 ' 76.2 9.80 13.9 7.51
3.82
3.1 /2 88.9 12.8 18.1 9.81
4.99
4 101.6 16.2 23.0 12.4
6.31
5 127.0 24.7 36.0 1819
9.63
6 162.4. Kit 49,2 28.7
13.6'
8 203.2 69:0 83.5 46.2
23.0
10 264.0 91.6 130.0 70.0
36.8
12 304.8 129.0 142.0 90.5
60.3
• Based on thrust per kPa (psi) pressure
7 Blocking for cross may not be needed With long branch Ilnes.
Step 2. Determina the 4pe!Iag atre!!gl . of the llvil [Toro the table
J)elow;
BEARING STRENGTtf OF SOILS
)
Soils and Sate Bearing Loads 1plll2
kPa
Sound Shale }p aoq
4.78.0
Cemented Gravel and Sand
dufficult to pick 4 000
101.6
Coarse and line compact Sand 3 000
143.6
Medium Clay -Can be spaded 2000
9618
Soft Clay 1 000
47.9
Muck 0
0
Step 3. Divide the total thrust obtained in Ste I by the a bearing
strenirth of the soil to get the area needed, rn (ftg).
SIDE THRUST ALTERNATE PROCEDURE
Pape Size
Side Thrust -per Degree•
in.
mm
Ib N
1.1/2
38.1
5.1 22.7
2
60.8
7.9 35.1
2-1/2
63.5
11.6 61.6
3
76.2
17.1 76.1
3.1/2
88.8
22.4 ' 09.6
4
101.6
28.3 125.9
6
127.0
43.1 191.7
6
152.4
60.8 270.5
8
203.2
103.0 458.2
10
254.0
160.0 711.7
12
304.8
226.0 1000.0
Based on sida thrust per G80 kPa (IGO psi) pressure per degree of
deflection.
NOTE; Multiply side thrust from table by degrees of deflec;ion
times kPa (pal) divided by 100 to obtain total aide thrust in N (lb).

Figure 2. Anchorage blocks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and ayes, multiply the figure in
Table 1 by the factors given in Table 2,
Table 1. Thrust W at End Plugs
Thrust in lbs. for test pressure in osi
Pipe Diameter
(inches)�-
100 PSI
150 PSI
206'PSI
250 PSI
12
295
440
590
740
2
455
680
910
1140
211
660
990
132'0
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
Ago-,
9740
13,00'0
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16•
26,600
39,800
53,100
66,400
-6-

Y 1, Sl
Table 2..Eactors for Calculating Thrust W for
Elbows an'd ' Tees .
El b'o%ys: 900 = 1.41 Tees 0. 70 L.-
600 1.00�
450 = 0.76 4----
300 = 0.52
22 '50 O. 39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil I lb/ft2
Mulch, peat and similar
Soft Clay
Sand
Sand and gravel
Sand and -gravel cemented
with clay
Hard shale
0
1000 (r z
2000 r
3000
4000
10,0oo
Thrust block area(ft2) - W = Thrust (Table 1 & Table 2)
jSoil bearing strengt a e 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered,
Generally chain trenches, wheel trenches, backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain. trencher or Scheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
- 7 •-

INSI ALLATION �'
OP
ratite 4_ U/sCRrI IpN OF +:A1111:0AIS:NT MATERIAL CLASSIFIcAlnH:5
Diamond Agricultural PVC Pipe should be assembled and
t' installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installafion Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation,)
Embedment materials are to he in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2497.and ASTM D2488.
Te assemble, clean mating surftices of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
Ilse bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be prorected by placing a board
between the bar and the pipe,
If nortital force does not complete Ihejoint, disassemble the
joint and examine the parts to make cc: Jan They are free of
obstructions. Visually inspect the conipWed joint to insure
the gasket has not been dislodged.
Table 5,
APPHOXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METItr1D
OF I'LACCx1EsT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY'
FOR GRANULAR MATERIALS IN P.ARENTI]FSIS"
CLASS OF ENMEDMENT
1
II
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430-DO-4 Irrigatiot, water t,onveyance
Irrigation Water Conveyance
High -Pressure, Underground, Plastic
Pipeline Specifications
I nsv Matson
Minimum depth of cover. Pipe shall be installer at suffi-
cient depth below the ground surface to provide protection
trom hazards imposed by traffic crossings, farming opera•
tions, freezing temperatures, or soil cracking. T'he minimum
depth of cover for pipe susceptible to any of these hazards
shall be:
Pipe diameter Del of cover
'h through 2 A ..:.:.............. ............
...................
............. 18
3 through 5............................................I........-.........I... 24
6 Dr more ........................................ 30
in areas where the pipe will not be susceptible to freez-
ing and vehicu4w or cultivation hazards and the soils do not
crack appreciably when dry, the minimum depth of cover
may be reduced to:
Pips diameter Depth of cover
r, n
,A through 1'{i............................................................... 8
2 through 3.................................................................... 12
4 through a ... ........................................................... 1—- 18
More than 6................................................................... 24
In cranberry bogs where the pipe is not susceptible to
freezing and heavy equipment is never allowed, the mini-
mum depth of cover may be 6 in for a 6-1n diameter pipe
and 12 in for a larger pipe.
The minimum cover for polyethylene pipe is 6 in but may
be reduced to 2 in where conditions warrant. The minimum
cover for PVC pipe in cranberry bogs, where the pipe is to
be protected from freezing after winter flooding, shall be 12
in, if the winter flood equals or exceeds 12 in. Where the
winter flood is lass than 12 in, the top of the pipe she be
at least 24 in below the water surface. Solvent -welded joints
shall be used at all connections of PVC pipe where peat
and much exist in their normal layered =wm, Rubber
gasket joints may be used following normal bedding pl
dures where coarse sand or cement layers exist.
At Iow places on the ground surface, extra fill may be
placed over the pipeline to provide the minimum depth of
cover. The top width of the fill shall then be no less than 10
ft and the side slopes no steeper than 5:1. If extra protec-
tion is needed at vehicle crossings, encasement pipe or
other approved methods may be used.
Trench construction. The trench at any point below
the top of the pipe shall be only wide enough to permit
the pipe to be easily placed and joined and to allow the
initial backfill material to be uniformly placed under.the
haunches and along the side of 1he pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe. It the trench is precision excavated and has a
semicircular bottom that closely fits the pipe, the width
shall not exceed the outside diameter of the pipe by
more that 10 percent.
The trench bottom Shall be uniform so that the PtQe Iles
on the bottom without bridging. Clods, rucks, and uneven
spots that can damage the pine or cause nonuniform sup, -
Dori shall be removed.
If rocks, boulders, or any other material that can damage
the pipe are encountered, the trench bottom shall be under•
cut a minimum of 4 in Deiow final grade and filled with bed•
ding material consisting of sand or compacted fine-grained
soils.
Pipelines having a diameter of 'h through 21h in that are
to be placed in areas not subject to vehicular loads and in
soils that do not crack appreciably when dry may t>e placed
by using "plow -in" equipment instead of conventional
trenching.
Pro isions shall be made to insure sate working condi-
tions where unstable soil, trench depth, or other conditions
can be hazardous to personnel working in the trench.
Placement. Care shall be taken to prevent permanent dis-
tortion and damage when handling the pipe during unusu-
ally warm or cold weather. The pipe shall be allowed to
come within a few degrees of the temperature it will have
after it is completely covered before placing the backfill,
other than that needed for shading, or t>efars connecting
the pipe to other facilities. The pipe shall be uniformly and
contlnuousty supported over its entire length on firm stable
material. Blocking or mounding snap not be used to bring
the pipe to final grade.
For pipe with bell joints, bell hates shall be excavated in
the betiding material, as needed, to allow for unobstructed
assembly of the joint and to permit the body of the pipe to
t>e in contact with the bedding material throughout its
length.
Joints and connections. All joints and cohnections shall
be designed and constructed to withstand the design maxi-
mum working pressure for the pipeline without leakage and
to leave the inside of the line free of any obstruction that
may tend to reduce its capacity below design requirements.
All fittings, such as couplings, reducers, bends, tees, and
crosses, shali be invidled according to the recommenda-
tions of the pipe manufacturer,
Frttings made of steel or other metals susceptible to cor-
rosion shall be adequately protected by being wrapped witn
plastic tape or by being coated with a substance that has
high corrosion -preventative qualities. If plastic tape is used,
all surfaces shall be thoroughly cleaned and coated with a
primer compatible with the tape before wtapping.
Thrust blocks. Thrust blocks must be forme4 against a
solid hand -excavated trench wall undamaged by mechani-
cal equiomeM. They shall be constructed of concrete, and
the space between the pipe and trench wait shall be filled
to the height ol-the outside diameter of the pipe or as spec-
ified by the manufacurer
Testing. The pipeline shall be tested for pressure strength,
leakage, and proper functioning. The tests may be per-
formed before backfilling of anytime after ttte pipeline is
ready tar service.
SCS, January L989

Irrigation [4atar Conveyance 430-DD-5
Tests for pressure strength and leaks shall be accom-
plished by inspecting the pipeline and appurtenances while
the maximum working pressure is maintained and all joints
and connections are uncovered. or by observing normal
operation of the pipeline after it is put into service. Partial
backfills needed to hold the pipe in place during testing
shall be placed as specified in "Initial Backfilt." Any leaks
shall be repaired and the system retested.
The pipeline shad be tested to insure that it functions
properly at design capacity. At or below design capacity
there shall be no objectionable flow conditions. Objectiona-
ble 11ow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri
mental discharge from control valves.
Initial backfill. Hand, mechanical, or water packing meth-
ods may be used.
The initial backfill material shall be soil or sand that is
free from rocks or stones larger than 1 in. in diameter. At
the time of placement, the moisture content of the material
shalt be such that the required degree of compaction can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
displaced, excessively deformed, or damaged.
11 backfilling is done by hand or mechanical means, the
initial fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral suppon to the
pipe.
If the water packing method is used, the pipeline flrst
shalt be filled with water. The initial backfill before wetting
shall be of sufficient depth to insure complete coverage of
the pipe after consoiidation. Water packing is accomplished
by adding enough water to diked reaches of the trench to
thoroughly saturate the initial backfiil without excessive
pooling. After the backfill is saturated, rho pipeline shall
remain full until after the final backfill is made. The wened
1111 shall be allowed to dry until firm before beginning the
final backfill.
Final backfill. The final backfill matsriaf shall be free of
large rocks, frozen clods, and other debris greater than 3
in. in diameter. The material shalt be placed and spread in
approximately uniform layers so that there will be no
unfilled spaces in the backfill and the backfill will be level
with the natural ground or at the design grade required to
provide the minimum depth of cover alter settlement. Roil-
ing equipment shall not be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
All special backfifling requirements of the pipe manufac-
turer shall be met.
Basis of acceptance. The acceptability of the pipeline
shall be determined by inspections to check compliance
with all the provisions of this standard with respect to the
design of the line, the pipe and pipe marking, the appurte-
nances. and the minimum installation requirements.
Ceftiflcations and guarantee, If requested by the state
tgnservation engineer, a qualified testing laboratory must
certify with supporting test results that the pipe meets the
requirements specified in this standard. The seal of
approval of a recognized laboratory on pipe bearing one of
the ASiM designations listed in this standard may be
accepted for this cenifcation.
The installing contractor shall certify that his or her instal-
lation complies with the requirements of this standard. He
or she shall furnish a wrinen guarantee that protects the
owner against defective workmanship and materials for not
less than t year, The Certification identifies the manufac-
turer and markings of the pipe used.
Materials
Quality of plastic pipe. The compound used in manufac-
turing the pipe shall meet the requirements of one of the
following materials:
1. Polyvinyl chloride (PVC) as specified in ASTM-D--179d.
Code
Material
ctansificatlon
I/Pe 1, Grade 1.........................................................
12454-6
type I, Grade 2.........................................................
1245+-C
lype 11, Grade t........................ ............. :............. .....
14a33-0
2. AcrylonitHle-butadiene•sryrene (ABS) as specified in
ASTM-D-1788.
— - Code
-
Material cla=ficarian
nrpe1, Grade 2......................................................... 5-2-2
Type i. Grade 3......................................................... 3-5-5
Type II, Grade 1........................................................ s--4-5
3. Polyethylene (PE) as specified in ASTM-0-1248.
Code
Material ctassificrcation
Grade PIA, Class C. ................................ ................
IG-P1A
Grade P23, Class C..................................................
Itc-PY3
Grade P33, Clary C.................................. ............
IIIC-PM
Grade PU, Class C..................................................
lvC-P34
The pipe shall be homogeneous throughout and free
from visible cracks. holes, foreign matter, or other defects.
The pipe shall be as uniform in color, opacity, density, and
other physical properties as is commercially practicable.
Pipe requirements. Air pipe installed under this standard
shall be pressure rated for water.
The relationship between standard dimension ratios,
dimensions, hydrostatic design stresses, and pressure rat-
ings shall be determined by one of the following formulas:
For PVC, ABS, and PE pike with outside diameter
col mIled:
P-0=-tor P ..R-f
SCS, January 1989

QP95:>4 FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
Q 4-Inch t 5-Inch 6-tnch 8-Inch 10-Inch
Gallons
Per Min.
FRICTION HEAD L05S 1N FEET PER HUNDRED FEET
150
1.11
160
1.26
170
1.41
180
1.57
190
1.73
200
1.90
220
2.28 .81
.34
240
2•67 .95
.40
260
3.10 1.10
.46
280
3.56 1.26
.54
300
4.04 1.43
.61
320
4.56 1.62
•69
340
5,10 1.82
.77
360
5.67 2.02
.86
t 380
6.26 2.22
.95
400
6,90 2.45
1.04
420
2.59
1,14
440
2.92
1.25
460
3.18
1.35
480
3.44
1.46
500
3.70
1.58
550
1.89
600
2.22
650
2.58
700
2A6
750
3,36
800
3.78 1.
850
4.24 1.
900
Table based on Hazen -Williams
4,71 1.
950
equation-�-Cw = 150
5.21 1.
1000
5.73 1,
1l To Lind friction Bead loss in
1050
PVC pipe having a standard
1
1100
dimension ratio other than 21,
1•
1150
the values in the table should
2•
1200
be multiplied by the
2.
1250
appropriate conversion factor
2.
1300
(F) shown below:
2•
135D
2
1400
1450
150C-
1600
1700
1800
1900
2000
2•
3.
3.
09
10
12
14
17
19
21
24
26
28
31
34
37
41
43
52
61
71
81
93
04
17
30
44
58
73
88
05
21
39
57
76
95
16
35
.12
.14
.15
.18
.21
.24
.28
.32
.36
.40
,44
.49
.54
'59
.65
.70
.76
.82
.as
.95
1.01
1.08
1.15
1.30
1.45
1,62
1.79
1.97
12-Inch
.060
.083
.096
110
..125
.141
.158
.175
.194
.213
.233
.254
.276
.298
.322
.346
371
.397
•423
451
.508
568
.632
698
767
.840
J
-)ss below bold line indicates velocities in excess 015 feet per second,
,locilies which exceed 5 Ieet per second are not recommended.
r1 -, - - ')

Field Calibration Procedures.:','_'I .`.'
for Animal Wastewater Application -Equipment
HARD HOSE AND.---.
CABLE TOW TRAIlEC,U
IRRIGATION
. •,ter,` -'- '�
North 'C6i61 np •Gao p'erative
fxtensiori''�Service'
North-Ca-olina,5.We. University
17
\r./t\.

Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE Land application equipment used on animal production farms must be field
AND CABLE calibrated or evacuated in accordance with existing design charts and tables
TOW TRAVELER according to state rules that went into effect September 1, 1996, Technical
IRRIGATION SYSTEM Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers' charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
General Guidelines
Operating an irrigation system differently than
assumed in the design will alter the application rate,
uniformity of coverage, and subsequently the applica-
tion uniformity. Operating with excessive pressure
results in smaller droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. Pump
wear tends to reduce operating pressure and flow.
With continued use, nozzle wear results in an increase
in the nozzle opening, which will increase the
discharge rate while decreasing the wetted diameter.
Clogging of nozzles or crystallization of main lines
can result in increased pump pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure. An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformity. Field calibration helps ensure that nutri-
ents from animal waste are applied uniformly and at
proper rates.
The calibration of a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unifor-
mity.
An in -line flow meter installed in the main
irrigation line provides a good estimate of the total
volume pumped from the lagoon during each irriga-
tion cycle. The average application depth can be
determined by dividing the pumped volume by the
application area. The average application depth is
computed from the formula:
Average application depth (inches) =
Volume pumped (gallons)
27,154 (gallac-in) X Application area (acres)
The average application depth is the average
amount applied throughout the field. Unfortunately,
sprinklers do not apply the same depth of water
throughout their wetted diameter. Under normal
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Big gun sprinkler systems typically have overlap
based on a design sprinkler spacing of 70 to 80
percent of the wetted sprinkler diameter to compen-
n

Field Calibration Procedures
for Animal Wastewater Application Equipment
sate for the declining application along the outer
perimeter. When operated at the design pressure, this
overlap results in acceptable application uniformity.
When operated improperly, well -designed systems
will not provide acceptable application uniformity,
For example, if the pressure is too low, the applica-
tion depth will be several times higher near the
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers'
charts. Even through the average application depth
may be acceptable, some areas receive excessively
high application while others receive no application
at all.
When applying wastewater high in nutrients, it is
important to determine the application uniformity.
Collection containers distributed throughout the
application area must be used to evaluate application
uniformity.
Many types of containers can be used to collect
flow and determine the application uniformity.
Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anything with a
uniform opening and cross section can be used
provided the container is deep enough (at least 4
inches deep) to prevent splash and excessive evapora-
tion, and the liquid collected can be easily trans-
ferred to a scaled container for measuring. All con-
tainers should be the some size and shape to simplify
application depth computations.
All collection containers should be set up at the
same height relative to the height of the sprinkler
nozzle (discharge elevation). Normally, the top of
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection. con talner.
Calibration should be performed during periods
of low evaporation. Best times are -before 10 a.m. or
after 4 p.m. on days with light wind (less than 5
miles per hour). On cool, cloudy days the calibration
can be performed anytime when wind velocity is less
than 5 mph.
The volume (depth) collected during calibration
should be read soon after the sprinkler gun cart has
moved one wetted radius past the collection gauges
to minimize evaporation from the rain gauge. Where
a procedure must be performed more than once,
containers should be read and values recorded
immediately after each setup.
Calibration Setup for Hard Hose and
Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated
by placing a row (transect) of collection containers or
gauges perpendicular to the direction of travel, Figure
1. The outer gauge on each end of the row should
extend past the furthest distance the gun will throw
wastewater to ensure that the calibration is performed
on the "full" wetted diameter of the gun sprinkler.
Multiple rows increase the accuracy of the calibration.
Containers should be spaced no further apart than
1/16 of the wetted diameter of the gun sprinkler not
to exceed 25 feet. At least 16 gauges should be used in
the calibration. Sixteen gauges will be adequate
except for large guns where the wetted diameter
exceeds 400 feet.
(Maximum recommended spacing between
gauges, 25 feet X 16 = 400 feet.) Gauges should be set
at least one full wetted diameter of throw from either
end of the travel lane, as shown in Figure 1.
The system should be operated such that the
minimum travel distance of the gun cart exceeds the
wetted diameter of throw. Application volumes
should be read as soon as the last gauges stop being
wetted.

C:
HARD NOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart ---
Left RighL
Row of 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
collection ------ > O O O O O O O O O O O O O 0 O o
gauges
Gun
cart
Direction of travel
wetted diameter
c (320 feet)
At least one wetted
diameter end of field
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
CALIBRATION PROCEDURES
1. be'termlrie the 'W tied, = r,�Y '; `` ; `•"` "I
.diameter of the gun'
;2. Determine the number of coilectlon'gauges and spacing between gauges} Far
feet, the rain gauge spadrig'should not exceed:20 feet. (320 fit / 16 20 ft� =fr
J
3. Label gauges outward from the gun cart as either leftof righk (Ll, L2, L3, etc,'I
_ r: ° •fir s-, Y,ti .7,
4.:Set.oiit gauges along a raw as labeled and shown in Figure'1,,,ecluaily spared a
item-2 (20 feet)." The row should be at least one wetted diameterfrbm eifh' l:ei
gauge on each side of the trave! lane should 6e 1 /2 the gauge spacing frorri,th
gauge spacing of 20 feet, Ll and Rl should be 10 feet from the'dakei• of,the'!�
5. Operate the systern. for the time riiquired far the gun to completely pass all coil
the "starting tiniethat wastewater begins to.be applied along the rQw;v#,gau+
wheh wastewater na longer is being applied anywhere along the row Asci r`ee+
feet f or. thetime of operation = 'F R
6. •Immedia tely. record the amounts collected in each gauge (Refer to Table'1' or,
y.; Identify.those gauges that fall outside the effective lane spacing, Figure 2 -Tls
volume that would be collected when operating the system an theedlacentg�aj
:. ., i- .•., ,. .:1 13 h3 -,, l ,...
8 Superlmpo5e (left to nght.and vice versa) the gauges lust outside the effective:
inside the effective width..Add the volumes together
For.the layout showh in Figure 2, add tiie.volume (depth) cvlled'd;irj gaiac
lane'spacing) to Yalume {depth) ccillectec! in gauge L5 (inside the eftective lE}E
;..
ddedtRd,is added o67 is Is now the applicatL8 isaaddedtoLb; o
the effective lane spacing adjusted for overlap.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Reel cart
Left
Lane 1
Lane 2
Left
Right
& 7 6 5 4 3 2 1 1 1 2 3 4 S 6 7 8
O O D O O D O O O O O 0 0 0 0 4
Right I _ _ I
8 7 16 5 4 3 2 1 I 1 2 3 4 S 6 �7 8
O O O O O D O O O O Q O 0 0 O
Direction of travel Gun
cart
T �
Gun
cart
Effective lane spacing
I� (224 feet)
Effective lane s acing
(224 feet
Figure 2. Accounting for overlap
when callbrating a hard hose traveler system.
CALIBRATION .PROCEDURES, (continued)
9.`Add•the'amoupts collected in all gauges and the the number of gauges within the effective area. This
Is the average'applicatio6 depth (inches) within the effective lane spacing.
Sum of amounts collected in all gauges
' r Average applicattan depth
NiJmber of gauges within effective width
70.Cilculate the'deviation`depth f' reach gauge:.The deviation depth is the difference between each
- -.
individual gauge'valu`e and the average value of all gauges (#7). Record the absolute value of each
deviation`.depth; Absoltite value means the sign of the number (negative sign) is dropped and all values are
."treatdd as positive.' The syrnbol for absolute value is a straight thin line. For example, 121 means treat the
number 2 as:ah-a, olute value: It does not mean the number 121. Because this symbol can lead to
misunderstandings, it is not used with_numbers in the worksheets at the end of this publication. The
symbol is -used' in formulas in be text.
:f Devlation'depth'= jDepth collected in -gauge i — average application depth
"1"'-refers to;thi gauge raurnber.. '
11. Add amounts in',,
n #10 to -et su the deviat"ians" from the average depth and divide by the number of
_ gaugesao get the ave"rage:deviatlW.
Sum of deviations (add amounts computed in #10)
Average deviation depth =
Number of gauges within effective lane spacing
12.The precipitation rate(intlieilhour) 11 is, computed by dividing the average application depth (inch) {#i9} by
the application time (iioursj (#Sj
;.t :_Average applitatiori depth (inch)
Precipitation rate.=
Application time (hours)

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Distance traveled (feet)
Average travel speed =
Time (minutes)
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
Average depth (#9) — Average deviation (#11)
. Us = X 100
Average depth (#9)
15. Interpret the calibration results. The higher the index value, the more uniform the application. An index of
1-60 would mean that the uniformity is perfect— the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. if the computed Uc is less than 70, system adjustments are required. Contact your Irrigation
dealer or Certified Technical Specialist for assistance,
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model 150 Type Taper Bore
Nozzle Dia. D.9 inch Pressure (Gun) 7b p3i Reel 105 psi
Wetted diameter 320 ft Effective Spacing 224 ft Flow 197 GPM
Hose Size: Length 8D0 ft Diameter3in
b. Spacing between collection containers (spacing 32 (ft) / 16) _ 20 ft
c. Number of gauges = 16
d. Start of Irrigation event 17. 5 a.m.
e. End of Irrigation event :00 -a
f.. Duration (e-d) 105 minutes
g. Travel distance 320 feet .
' h. Operate the system and collect data.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data (continued)
Gauge
Distance
Volume
No.
from Center
Collected
(feet)
(Inches)
Ll
10
.94
L2
30
.80
L3
50
.59
L4
70
.61
L5
90
.50
L6 •
110
.42
L7
130
.33
L8
150
.07
R1
10
.73
R2
30
'81
R3
50
.92
R4
70
.64
RS
90
.50
R6
110
.27
R7
130
.20
R8
15o
.13
'Absolute value; treat all values as positive.
Overlap
Adjustment
(Inches)
Corrected
Volume
(inches)
Deviation
from Average*
(inches)
.94
.235 (1 - j)
.80
.095 (2 - j)
.59
.115 ( etc)
.61
.095
.13
.63
.075
.20
.62
.085
.73
.025
.81
.105
.92
.215
.64
.065
.07 .57
.135
.33 .60
.105
L Sum of all volumes collected in #h 8.46 inches
j. Average catch (i/number of gauges within effective width (12) 0.705 inches
Distance traveled (ft) 320 it
k. Compute the average travel speed = _ = _3.04 Wmin
Time (mitt) 105 min
average depth (inches) 0.705 in
I. Precipitation rate = - = 0.40 in1h
application time (hour) 1.75 hr
m. Sum of deviations from the average catch 1.356
n. Average deviation from average catch (m/12) 0,11
o. Uniformity coefficient
0.705 - 0.113
Uc =. X 100 = 84
0.705
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler system. No adjustment
is necessary.

L
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner Farm No.
a. Manufacturers' Specifications: Gun Model Type
Nozzle Dia, - in Pressure (Gun) (Reel)
Wetted diameter ft Effective Spacing ft Flow GPM
Hose Size: Length ft Diameter in
b. Spacing between collection containers (diameter—_____(ft) / 16) = ft
C. wetted diameter (ft)
Number of gauges =
gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) min
ar,capn ul Ir,v.l
g. Travel distance feet
h. Operate the system, collect data,
and record on the worksheet on page 8.
I. Sum of all catches inches
j. Average catch (i/number of gauges) inches
Distance traveled (ft)
k. Average travel speed =
Time (min)
I. Sum of all deviations from the average catch
m. Average deviation from average catch
n. Uniformity coefficient
U=
(m)
— X 100 =
Reel can
L,h Mgh1
E 7 6 1 6 1 1 1 1 2 1 a J 6 7
0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0
Ufl Rlghl 1 Gun
I
B 716 1. 1! 1 1 3 1 4 7 617
0 010 o a 0 a o a s 0 0 0 0 0
rrn
I can I
ENed . Jana 1 a.419 1
(724 f.e11
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed Uc is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
0

Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data (continued)
Gauge Distance Volume Overlap Corrected Deviation
No. from Center Collected Adjustment Volume from Average'
(feet) (inches) (inches) (Inches) (inches)
Ll
L2
L3
L4
L5
L6
L7
L8
L9
L1 a
R1
R2
R3
R4
RS
R6
R7
R8
R9
R10
'Absolute value;
treat all values as positive. Reel cart —�
teh Right
Row of 6 7 6 S 4 l 2 1 1 2 3 4 5 6 7 E
(64010n 0 o a o 0 0 0 0 a❑❑❑ 0 0 0 0
geugtl
Gun
cart
€]irecllon of tr"
Welted dlameler At least one wetted
�— (320 feet) —'�'y diameter end of field
W_

Michael F. Easley, Governor
William G. Ross Jr,, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED RECEIVED
Jart Hudson
H&C Farm DEC 0 6 ME
H&
4901 Old Warsaw Rd
Turkey, NC 28393 L08M—FA*TT&f"pMMCE
Subject. Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http://h2o.enr.state.nc-ust?Lj)s/iifou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by_an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note, you must include
two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820709
Carroll's Foods Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newahTquality.oLocation: 2728 Capital Boulevard
An Equal Opportun4lAffirmative Action Employer- 50% ReoycleV0% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh. NC 27604 Fax 1:
Fax 2:
Customer Service:
�Z�r Carolina
(919)' duralk
[phone]
[phone]
[phone]

V4A
9p
Michael F. Easley, Govemor
co
William G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
(&7
❑
Alan W. Klimek, P.E. Director
Division of water Quality
January 3, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jart Hudson
H&C Farm
4901 Old Warsaw Road
Turkey NC 28393
RED' E VED
JAN 2 4 2066
OENR-FAYEIn ALLEREGUI0WslOffICE
Subject: Notification for Phosphorus Loss Assessment
H&C Farm
Permit Number NCA282709
Facility 82-709
Sampson County
Dear Jart Hudson,
There is a condition in your recently issued Animal Waste Management General NPDES Permit
addressing phosphorous loss standards. The permit condition quoted below states that if the state or
federal government establishes phosphorus loss standards your facility must conduct an evaluation within
180 days. The Federal Natural Resources Conservation Service has now established this standard. A
computer -based program was developed to determine how much phosphorus was being lost from
different fields. Instructions on how to comply with this requirement are provided below.
In accordance with your NPDES Permit Number NCA282709 Condition 1.6, your facility must now
conduct a Phosphorus Loss Assessment. Condition I.6 states:
"If prior to the expiration date of this permit either the state or federal government establishes
Phosphorus loss standards that are applicable to land application activities at a facility operating
under this permit, the Permittee must conduct an evaluation of the facility and its CAWMI' under
the requirements of the Phosphorus loss standards to determine the facility's ability to comply
with the standards. This evaluation must be documented on forms supplied or approved by the
Division and must be submitted to the Division_ This evaluation must be completed by existing
facilities within six (6) months of receiving notification from the Division.
Once Phosphorus loss standards are established by the state or federal government that are
applicable to facilities applying to operate under this permit, no Certificate of Coverage will be
issued to any new or expanding facility to operate under this permit until the applicant
demonstrates that the new or expanding facility can comply with these standards."
The method of evaluation is the Phosphorous Loss Assessment Tool {PLAT} developed by NC State
University and the Natural Resources Conservation Service. PLAT addresses four potential loss
pathways: leaching, erosion, runoff and direct movement of waste over the surface. Each field must be
individually evaluated and rated as either low, medium, high or very high according to its Phosphorus
r is ` Carobna
,fllrally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc,us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal OpportunilylAffimtative Action Employer — 50% Recyded110% Post Consumer Paper

Jart Hudson
Page 2
January 3, 2006
loss potential. The ratings for your farm must be reported to DWQ using the attached certification form.
The PLAT forms must be kept as records on your farm for future reference.
From the date of receipt of this letter, a period of 180 days is provided to perform PLAT and return the
certification form to DWQ. Only a technical specialist who has received specific training may perform
PLAT. You are encouraged to contact a technical specialist now to run PLAT on your farm. Your local
Soil and Water Conservation District may be able to provide assistance. This information on the attached
form(s) must be submitted within 180 days of receipt of this letter to:
Animal Feeding Operations Unit
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
NPDES permitted farms will need to have implemented a nutrient management plan which addresses
phosphorus loss before the next permit cycle beginning July, 2007. If you have any fields with a high or
very high rating, then your waste utilization plan will require modifications. The purpose of performing
PLAT this early is to allow adequate time for making waste plan modifications where necessary. With
the next permit, continued application of waste will not be allowed on fields with a very high rating. For
fields rated high, only the amount of phosphorus projected to be removed by the harvested crop. For low
and medium ratings, phosphorus will not be the limiting factor. Once the PLAT evaluation is completed
on your farm, you will know if you have fields that need further work. You are encouraged to begin
developing and implementing a strategy to deal with any issues as soon as possible.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statue or permitting requirement.
:f you have any questions regarding this letter, please do not hesitate to contact me at [phone] or —
the Fayetteville Regional Office at [phone].
Sincerely,
Paul Sherman
Animal Feeding Operations Unit
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File 92-709

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: H&C Farm
Owner Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. 1 (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner
(Please print)
Signature:
Jart Hudson
Name of Manager (if different from owner):
Date:
r
Signature: Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation: Private
Address (,
Signature:

Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
T9001
1
Ln
Corn
143
4.95
707.85
March - Jul
T9001
1
Ln
Cotton
81
4.95
400.95
ril -August
T9001
2&3
No
Corn
137
8.15
1,116.55
March - Jul
T9001
2&3
No
Cotton
84
8.15
684.60
April - August
T9001
4,5,6
GoA
Corn
156
47.42
7,397.52
March - Jul
T9001
4,5,6
GoA
Cotton
84
47.42
3,983.28
April - August
T9001
0,10,111
NoB
Corn
137
21.60
2,959.20
March - Jul
T9001
9,10,11
NoB
Cotton
84
21.60
1,814.40
April - August
T9001
7&14
WaB
Com
94
17.86
1,678.84
March - Jul
T9001
7&14
WaB
Cotton
66
17.86
1,178.76
April - August
T9001
15
NoB
Corn
137
16.69
2,286.53
March - Jul
T9001
15
NoB
Cotton
84
16.69
1,401.96
April - August
T9001
16
OrB
Corn
150
7.37
1,105.50
March - Jul
T9001
16
OrB
Cotton
108
7.37
795.96
April - August
T9001
an
NA
Small Gr.
50
20.00
1,000.00
Sept. - ril
27,511.90
`two year PAN
14,766.95
'annual PAN
OPTIONAL
T9001
1
Ln
Soybeans
180
4.95
April -A gust
T9001
2&3
No
Soybeans
160
8.15
Aril - August
T9001
4,5,6
GoA
Soybeansi
168
47.42
Aril - August
T9001
9,10,11
NoB
Soybeans
140
21.60
Aril - August
T9001
7&14
WaB
Soybeans
100
17.86
Aril - August
T9001
15
NoB
Soybeans
140
16.69
Aril - August
T9001
16
OrB
Soybeans
180
7.37
Aril - August
TOTAL ✓124.0 14,776.00
Page 10

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: H&C Farm
Address: Turkey, NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Ntimhpr facrAs)
Soil Tvoe Slone % Cronfs)
County: Sampson
Date: 3/9/2004
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
flnlhr)
!inches) Comments
1
4.95
Ln
<5
Row crops
0.5
1
Pulls 1,2
2
4.81
No
<5
Row crops
0.4
1
Pull 3
3
3.34
No
<5
Row crops
0.4
1
Pull 4
4
11.97
GoA
<5
Row crops
0.4
1
Pulls 5-7
5
16.99
GoA
<5
Row crops
0.4
1
Pulls 8-10
6
18.46
GoA
<5
Row crops
0.4
1
Pulls 11-13B
7
1.6
WaB
<5
Bermuda
0.6
1
Pu1114
8
1.82
MaC
<5
Bermuda
0.5
1
Pull15
9
10.25
NoB
<5
Row crops
0.4
1
Pulls 16-18
10
8.68
NoB
<5
Row crops
0.4
1
Pulls 19-22
11
2.67
NoB
<5
Row crops
0.4
1
Pu1123
12
4.07
NoB
<5
Bermuda
0.5
1
Pull24,25
13
0.66
Mac
<5
Bermuda
0.5
1
Pull26
14
16.26
WaB
<5
Row crops
0.5
1
Pull 27-30
15
16.69
NoB
<5
Row crops
0.4
1
Pull 31-34
16
7.37
OrB
<5
Row crops
0.4
1
Pulls 35,36

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Traveller
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (fUmin) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
F1,H1
2,19
0.41
252
225
315
1.18
50
95
330
2.77
F1,H2
2.63
0.56
165
342
315
1.18
50
95
220
2.18
F2,H3
2.63
0.56
225
738
315
1.18
50
95
220
4.81
F3,H4
4.38
0.69
145
802
315
1.18
50
95
180
3.34
F4,H5
2.19
0.41
252
648
315
1.18
50
95
330
5.22
F4,H6
2.19
0.41
220
610
315
1.18
50
95
330
4.39
F4,H7
2.63
0.56
161
455
315
1.18
50
95
220
2.36
F5.H8
2.63
0.56
225
805
315
1,18
50
95
220
5.30
F5,H9
2.19
0,41
220
795
315
1.18
50
95
330
5.32
F5,H10
2.19
0.41
252
847
315
1.18
50
95
330
6,37
F6,H11
2.19
0.41
252
675
315
1.18
50
95
330
5.37
F6,Hi2
2.19
0.41
220
572
315
1.18
50
95
330
4.19
F6,H13A
2.19
0.41
252
762
315
1.18
50
95
330
5.71
176.H136
4.38
0.69
142
750
315
1.18
50
95
180
3.18
F7,H14
2.63
0.56
260
138
315
118
50
95
220
1.60
F8,H15
4.38
0.69
142
355
315
1.18
50
95
180
1.82
F9,Hi6
2.19
0.41
252
588
315
1.18
50
95
330
4.87
F9,H17
2.19
0.41
220
425
315
1.18
50
95
330
3.45
F9,H18
2.63
1 0.56
165
326
315
1.18
50
95
220
1.92
F10,H19
2.19
0.41
252
335
315
1.18
50
95
330
3.41
F10,112O
2.19
0.41
220
238
315
1.18
50
95
330
2.51
F10,1121
2.19
0,41
220
40
315
1.18
50
95
330
1.51
F10,H22
2.19
0.41
0
0
315
1.18
50
95
330
1.26
F11,H23
2.19
0.41
284
207
315
1.18
50
95
330
2.67
F12,H24
No Tray.
0.69
0
0
315
1.18
50
95
180
0.66
F12,H25
2.19
0.41
284
320
315
1.18
50
95
330
3.41
F13,H26
No Tray.
0.69
D
1 0
315
1.18
50
95
180
0.66
F14,H27
2.19
0.41
252
1 534
315
1.18
50
95
1 330
1 4.56

Sheet2
F14,H28
2.19
0.41
220
534
315
1.18
50
95
330
4.00
F14,H29
2.19
0.41
220
568
315
1.18
50
95
330
4.17
F14,H30
2.63
0.56
205
572
315
1.18
50
95
220
3.52
F15,H31
2.19
0.41
242
390
315
1.18
50
95
330
3,59
F15,H32
2.19
0.41
200
672
315
1.18
50
95
330
4.31
F15,H33
2.19
0.41
200
705
315
1.18
50
95
330
4.46
F15,H34
2.63
0.56
225
678
315
1.18
50
95
220
4.33
F16,H35
2.19
0.41
242
680
315
1.18
50
95
330
5.14
F16,H36
2.63
0.56
125
535
315
1.18
50
95
220
2,23

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
225
Operating Pressure at Pump (psi)
111.2
Design Precipitation Rate in/hr
0.34
Hose Length feet
1000
xxxxx (XX
Type of Speed Com ensation
Mechanical
xxxxx XX
Pum T e PTO, Engine, Electric
Engine
Pump Power Requirement h
26.5
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name:
Kraig Westerbeek
Company:
Murphy -Brown, LLC
Address:
PO Box 759 Rose Hill, NC
Phone:
[phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where
1 Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe Sizes.
4. Sources andlor calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required In the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s),
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this torm are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is to determine `wetted' acres only.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
315 feet
`acres based on 90% or 284'
Lane Spacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
220.5 feet
Actual Spacing (feet):
220 feet 200
Actual Spacing (%):
70 % 63
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate 1 Desired application amount x Lane Spacing
Desired app. (in_) =
0.75 inches
300 degree arc =
2.19 ft/min
220 degree arc =
2.63 ft/min
180 degree arc =
4.38 ftlmin
Mainline Velocity
Velocity = .408 x Flowrate 1 pipe diameter squared feettsec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.55 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 4200 feet
Friction Loss is figured using HazenlW iliam's Equation
Friction Loss= 0.36 feetl100 feet
Max. Mainline Loss = 15.1 feet or 6.5 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2.2 psi
Mainline loss:
6.5 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.3 psi
TOTAL(TDH) =
111.2 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 39601 Pump efficiency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 26.5 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow.-
2.7 112
Pine Pressure Ratinq Check
257.0 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 111.2 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

NPSHA: 21
NPSHR: 7 *from pump curve
If NPSHA>NPSHR OK
Sheet7
Page 3

Sheet8
ACREAGE CALCULATIONS
Pull #
Width
Lenpih
Start End
Stop End
Pull Acres
Field #
Field Acres
1
252
2251
0.81
0.66
2.77
1
4.95
2
165
342
0.55
0.33
2.18
3
225
738
0.4
0.6
4.81
2
4.81
4
145
802
0.37
0.3
3.34
3
3.34
5
252
648
0.81
0.66
5.22
4
11.97
6
220
610
0.725
0.58
4.39
7
161
455
0.39
0.29
2.36
8
225
805
0.81
0.33
5.30
5
16.99
9
220
795
0.725
0.58
5.32
10
252
847
0.81
0.66
6.37
11
252
675
0.81
0.66
5.37
6
18.46
12
220
572
0.725
0.58
4.19
13A
252
762
0.725
0.58
5.71
13B
142
750
0.405
0.33
3.18
14
260
138
0.48
0.3
1.60
71
1.60
15
142
355
0.362
0.3
1.82
8
1.82
16
252
588
0.81
0.66
4.87
9
%25
17
220
425
0.725
0.58
3.45
18
165
326
0.4
0.29
1.92
19
252
335
0.81
0.66
3.41
10
8.68
20
220
238
0.725
0.58
2.51
21
220
401
0.725
0.58
1.51
22
01
0
0.81
0.45
1.26
23
2841
207
0.725
0.6
2.67
11
2.67
24
0
0
0.362
0.3
0.66
12
4.07
25
284
320
0.725
0.6
3.41
26
0
0
0.362
0.3
0.66
13
0.66
27
252
5341
0.81
0.66
4.56
14
16.26
28
220
534
0.725
0.58
4.00
29
220
568
0.725
0.58
4.17
30
205
572
0.5
0.33
3.52
31
242
390
0.785
0.64
3.59
.15
16.69
32
200
672
0.685
0.535
4.31
33
200
705
0.685
0.535
4.46
34
225
678
0.51
0.32
4.33
35
2421
680
0.785
0.58
5.14
16
7.37
36
125
535
0.4
0.29
2.23
{1
130.59
130.59
Page 1

g
n
a
e_
y
0
p
= J �
0 O !L
1 u
1U
O
O y
= cn b

H and C Farm
7.3 Acres
8.1 Acres
�44-7 Acres
20.3 Acres
14.8 Acres
® 18.3 Acres
Corner of
House
19.3 Acres
2.9
19.0 Acres
8.9 Ac
8.9 Ac
911.1 Acres
6.3 Acres J
' N
i3.7 Acres .
'Well
W E
S

DoWlight
.. . ..................
.............
...................... . .................
......................
. . . ................
I& AC AC
9.1 Al-
r
(D
13Ar-
Plot of the contour data for the surface:
Existing
Project:
Drawing: DART HUDSON WUP
Number*
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared lay: using Sitswork
Qa�e���
C00101161242

111iASTE~UTILIZATION :PLi4N r
v rx
WASTE UTILIZATION PLAN AGREEMENT
Name of Farr: H&C Farm
Owner / Manager Agreement
1 (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. 1 (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm_ The approved plan will be fled on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Jart Hudson
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Rleaseprint) Kraig Westerbeek
Affiliation
Address (Agency):
Signature:
Private
1635 West Wardt
Page 8

J NAST
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVDe Per Acre* Utilized Application
T9001
1
Ln
Corn
143
5A1
773.63
March - Jul
T9001
1
Ln
Cotton
81
5.41
438.21
April - August
T9001
2&3
No
Corn
137
8.15
1,116.55
March - Jul
T9001
2&3
No
Cotton
84
8.15
684.60
April - Auclust
T9001
4,5,6
GoA
Corn
156
47,42
7,397.52
March - Jul
T9001
4,5,6
GoA
Cotton
84
47.42
3,983.28
April - August
T9001
9,10,11
NoB
Corn
137
21.60
2,959.20
March - Jul
T9001
9,10,11
NoB
Cotton
84
21.60
1,814.40
Aril - Au ust
T9001
7&14
WaB
Corn
94
17.86
1,678.84
March - Jul
T9001
7&14
WaB
Cotton
66
1T86
1,17&76
April - August
T9001
15
NoB
Corn
137
16.69
2,286,53
March - July
T9001
15
NoB
Cotton
84
16.69
1,401.96
Aril - August
T9001
16
OrB
Corn
150
7.37
1,105.50
March - Jul
T9001
16
OrB
Cotton
108
T37
795.96
April - August
T9001
any
NA
Small Gr.
50
20.00
1,000.00
Sept. - April
27,614.94
*two year PAN
14,807.47
*annual PAN
OPTIONAL
T9001
1
Ln
Soybeans
180
5.41
Aril - August
T9001
2&3
No
Soybeans
160
8,15
Aril - August
T9001
4,5,6
GoA
Soybeans
168
47,42
Aril - August
T9001
9.10,11
NoB
Soybeans
140
21.60
Aril - August
T9001
7&14
WaB
Soybeans
100
17.86
April - August
T9001
15
NoB
Soybeans
140
16.69
Aril - August
T9001
16
OrB
Soybeans.
180
7.37
Aril - August
J.
TOTAL 124.5 14,807.47
Page 10

Sheet 1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: H&C Farm
Address: Turkey, NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil TVDe Slooe % CroD(S)
County: Sampson
Date: 3/912004
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhr)
(inches) Comments
1
5.41
Ln
<5
Row crops
0.5
1
Pulls 12
2
4.81
No
<5
Row crops
0.4
1
Pull 3
3
3.34
No
<5
Row crops
0.4
1
Pull 4
4
11.97
GoA
<5
Row crops
0.4
1
Pulls 5-7
5
16.99
GoA
<5
Row crops
0.4
1
Pulls 8-10
6
18.46
GoA
<5
Row crops
0.4
1
Putts 11-13B
7
1.6
WaB
<5
Bermuda
0.6
1
Pull14
8
1.82
Mac
<5
Bermuda
0.5
1
Pull15
9
10.25
NoB
<5
Row crops
0.4
1
Pulls 16-18
10
8.68
NoB
<5
Row crops
0.4
1
Pulls 19-22
11
2.67
NoB
<5
Row crops
0.4
1
Pull 23
12
4.07
NoB
<5
Bermuda
0.5
1
Pull24,25
13
0.66
MaC
<5
Bermuda
0.5
1
Pul126
14
16.26
WaB
<5
Row crops
0.5
1
Pull 27-30
15
16.69
NoB
<5
Row crops
0.4
1
Pull 31-34
16
7.37
OrB
<5
Row crops
0.4
1
Pulls 35,36

Sheet2
TABLE 2 - Travelling Irrigation Guts Settings
Make, Model and Type of Equipment: 3" Traveller
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
F1,H1
2.19
0.41
252
305
315
1.18
50
95
330
3.23
F1,H2
2.63
0.56
165
342
315
1.18
50
95
220
2,18
F2,H3
2.63
0.56
225
738
315
1.18
50
95
220
4.81
F3,H4
4.38
0.69
145
802
315
1.18
50
95
180
3.34
F4,H5
2.19
0.41
252
648
315
1.18
50
95
330
5.22
F4,116
2.19
0.41
220
6i0
315
1.18
50
95
330
4.39
F4,H7
2.63
0.56
161
455
315
1.18
50
95
220
2,36
F5,H8
2.63
0.56
225
805
315
1,18
50
95
220
5.30
F5,H9
2.19
0.41
220
795
315
1.18
50
95
330 1
5.32
F5,H10
2.19
0.41
252
847
315
1.18
50
95
330
6.37
F6,H11
2.19
0.41
252
675
315
1,18
50
95
330
5.37
F6,H12
2.19
0.41
220
572
315
1.18
50
95
330
4.19
F6,H13A
2.19
0.41
252
762
315
1.18
50
95
330
5.71
F6,H136
4.38
0.69
142
750
315
1.18
50
95
180
3.18
F7,H14
2.63
0.56
260
138
315
1,18
50
95
220
1.60
F8,H15
4.38
0.69
142
355
315
1.18
50
95
180
1.82
F9,H16
2,19
0.41
252
588
315
1.18
50
95
330
4.87
F9,H17
2,19
0.41
220
425
315
1.18
50
95
330
3.45
F9,H18
2.63
0.56
165
326
315
1.18
50
95
220
1.92
F10,H19
2.19
0.41
252
335
315
1.18
50
95
330
3.41
F10,H2O
2.19
0.41
220
238
315
1.18
50
95
330
2.51
F10,H21
2.19
0,41
220
40
1 315
1.18
50
95
330
1,51
F10,H22
2.19
0,41
0
0
315
1.18
50
95
330
1.26
F11,H23
2.19
0.41
284
207
315
1.18
50
95
330
2.67
F12,H24
No Trav,
0.69
0
0
315
1.18
50
95
180
0.66
F 12, H25
2.19
0.41
284
320
315
1,18
50
95
330
3.41
F13,H26
No Tray.
0.69
0
0
315
1.18
50
95
180
0.66
F14,H27
2.19
0.41
252
534
315
1.18
50
95
330
4.56

Sheet2
F14,H28
2.19
0.41
220
534
315
1.18
50
95
330
4.00
F14,H29
2.19
0.41
220
568
315
1.18
50
95
330
4.17
F14,H30
2.63
0.56
205
572
315
1.18
50
95
220
3.52
F15,H31
2.19
0.41
242
390
315
1.18
50
95
330
3.59
F15,H32
2.19
0.41
200
672
315
1.18
50
95
330
4.31
F15,H33
2.19
0.41
200
705
315
1.18
50
95
330
4.46
F15,H34
2.63
0.56
225
678
315
1.18
50
95
220
4.33
F16,H35
2.19
0.41
242
680
315
1.18
50
95
330
5.14
F16,H36
2.63
0.56
125
535
315
1.18
50
95
220
2.23

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
225
Operating Pressure at Pump (psi)
111.2
Design Precipitation Rate in/hr
0.34
Hose Length feet
1000
XXXXXXXX
Type of Speed Compensation
Mechanical
xxxxxXXX
Pump Type PTO, Engine, Electric
Engine
Pump Power Requirement h
26.5
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name:
Kraig Westerbeek
Company:
Murphy -Brown, LLC
Address:
PO Box 759 Rose Hill, NC
Phone:
[phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1, A scale drawing of the proposed irrigation system which includes hydrant locatlons, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes,
4. Sources and/or calculations used for determining application rates,
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
B. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate,
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is to determine 'wetted' acres only.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
315 feet
`acres based on 90% or 284'
Lane Spacinsis
Desired Spacing (%):
70 %
Design Spacing(feet):
220.5 feet
Actual Spacing (feet):
220 feet 200
Actual Spacing (%):
70 % 63
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 inlhr
220 degree arc =
0.56 inlhr
180 degree arc =
0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
2.19 ft/min
220 degree are =
2.63 ft/min
180 degree arc =
4.38 tYrnin
Mainline Veloci
Velocity = .408 x Flowrate 1 pipe diameter squared feetlsec.**
**For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.55 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 4200 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.36 feet1100 feet
Max. Mainline Loss = 15.1 feet or 6.5 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2.2 psi
Mainline loss:
6.5 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.3 psi
TQTAL(TDH) =
111.2 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 39601 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 26.5 Hp
Thrust Blocking
Thrust Block Area = Thrust I Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
257.0 feet
Pipe Pressure RatingCbeck
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 111.2 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 21
NPSHR: 7 'from pump curve
IfNPSHA>NPSHR OK
Page 3

SheetB
' ACREAGE CALCULATIONS
- i
Pull #
Width
en th
Start End
Stop End
1Pull Acres
Field #
Field Acres
1
252
305
0.81
0.66
3.23
1
5,41
2
165
342
0.55
0.33
2.18
3
225
738
0.4
0.6
4.81
2
4.81
4
145
802
0.37
0.3
3.34
3
3.34
5
252
648
0.81
0.66
5.22
4
11.97
6
220
610
0.725
0.58
4.39
7
161
455
0.39
0.29
2.36
8
225
805
0.81
0.33
5.30
5
16.99
9
220
795
0.725
0.58
5.32
10
252
847
0.81
0.66
6.37
11
252
675
0.81
0.66
5.37
61
18A6
12
220
572
0.725
0.58
4.19
13A
252
762
0.725
0.58
5.71
13B
142
750
0.405
0.33
3,18
14
260
138
0.48
0.3
1.60
7
1.60
15
142
355
0.362
0.3
1.82
8
1.82
16
2521
588
0.81
0.66
4,87
9
10.25
17
220
425
0.7251
0.581
3.45
18
165
326
0.4
0.291
1.92
19
252
335
0.81
0.66
3.41
10
8.68
20
220
238
0.725
0.58
2.51
21
220
40
0.725
0.58
1.51
22
0
0
0.81
0.45
1.26
23
2841
207
0.725
0.6
2.67
11
2.67
24
01
0
0.362
0.3
0.66
12
4.07
25
2841
320
0.725
0.6
3.41
26
0
0
0.362
0.31
0.66
13
0.66
27
252
534
0.81
0.66
4.56
14
16.26
28
220
534
0.725
0.58
4.00
29
220
568
0.725
0.58
4.17
30
2051
572
0.5
0.33
3.52
31
242
390
0.785
0.64
3.59
15
16.69
32
200
672
0.685
0.5351
4.31
33
200
705
0.685
0.5351
4.46
1
34
225
678
0.511
0.321
4.33
35
242
680
0.7851
0.58
5.14
16
7.37
36 1
125
535
0.41
0.29
2.23
131.05
131.05
Page 1

H & C Farm.
Scale: 1 "= 500'
OD
tl �`
5 � 5
Hog Houses
and Lagoon _
fwr •^C
t
c— of ./zoo' otp.t ado'
d
4 �
1a _
I
t
GX
r
-.4 C t
c�
w.a �/Ipp' p[i.e1
O

H and C Farm
7.3 Acres
8.1 Acres
4.7 Acres----J
20.3 Acres 19.3 Acres
%
14.8 Acres
02.9,
Corner of 18.3 Acres
House We-11-s
Ao
19.0 Acres
8.9
8.9 Acres
.7i
11.1 Acres
6.3 Acres.
1.7 Acres�
N
Well
S

4
...............
............
............................ .............. .
..................... ...... . . ................
At-
1 .
...............
r 7,918
(D
0. SAC
................
...........
DaWlight leppilge—ter
Plot of the contour data for the surface:
Existing
Project:
Drawing: JART HUDSON WUP
Number:
Location:
Bid Date;
Engineer:
Owner:
Estimator;
Prepared bW: using Sitawark
M.Iffl
M-
=nMMM
MMMMM
IMMIM,WIN
MMMMMM
MMM
MIMM
MMMKINIM
MMMM
MMM
M
C00101161242

ANIMAL WASTE -UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: H & C FARM
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: H & C FARM
(Please print)- .
Signature:
Name of Manager (If d ffe enrt from owner) :,,, �1 ids
Signature: '; Date:
Name of Person Preparin Plan: (Please print)M. Dawn Williamson
Affiliation:Sampson SWCD Phone No.
Address (Agency): 84 County Complex Road
Clinton NC 26328
Signature: Date:
Page: 14

T11823
t� a4
2 Ln
A

T 1 1823 r4 6;�
2 c�
u

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Tart Hudson
4901 Old Warsaw Road
Turkey NC 28393
Dear Jart Hudson:
1 .E;FA
�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAT-URAL RESOURCES
November23, 1999 RECEIVE®
NOV 2 9 1999
FAYETTEVI LLE
REG. CFFICE
Subject. Notice of Violation and Revocation for Nonpayment
H&C Farm
Permit Number: AWS820709
Sampson County
In accordance with North Carolina General Statute 143-215.1OG, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 8/3/98.
Your annual permit fee for the period of 8/3/99 - 8/2/2000 is $300.00. Your payment was due 10/14/99. Because
this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit, pursuant
to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to S 10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
P.O. Box 29535
Raleigh, North Carolina 27626-0535
If you have any questions, please contact Fran McPherson at [phone] ext. 210_
cerely,
Kerr T. Stevens
cc: Non -Discharge Branch Compliance/Enforcement Unit
Fayetteville Regional Office
Sampson County Health Department
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Jart Hudson
H&C Farm
4901 Old Warsaw Road
Turkey NC 28393
Dear Jart Hudson:
I T LT.WMA,
•
—�A&�R
N C D.-E N R
June 9, 1998 �RECEl� `
i/ 6.7-
JJN l '� 1998
FAYETTEVIL:��.
REG. OFFICE
Subject: Additional Information Request
H&C Farm
Facility Number 82-0709
Animal Waste Operation Permit Application
Sampson County
The Non -Discharge Permitting Unit has completed a preliminary review of the subject permit
application. Additional information is required before we can continue our review.
The irrigation parameters listed in your WUP exceed current NRCS recommendations. lrrigation
events are to be listed in the WUP as the maximum application allowable for that soil type from the time
the pumps are turned on until the time they are shut off. The application events listed in your WUP
appear to be out of the Sprinkler Irrigation Guide. The Application Amounts listed in this guide have not
been adjusted for the application of animal waste. MRCS currently recommends that total application
amounts not exceed one inch in any application event for any soil type. If your application rates need to
be adjusted for the application of animal waste, please have your Technical Specialist revise your WUP
to reflect the appropriate application amount per event. If the rates exceed the recommended one -inch,
please have your Technical Specialist justify the increased application rate in the narrative of your WUP.
All revisions / amendments are required to be signed and dated by both the landowner and the
Technical Specialist before they are submitted for review. Please reference the subject facility number
when providing the requested information. All information should be signed and submitted in duplicate
to my attention at the address below. The information requested by this letter must be submitted on or
before July 9,1998, or the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid
permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Facility No. 82-0709
Jart Hudson
Page 2
If you have any questions regarding this request, please call me at [phone], extension 533.
Sincerely,
Katharine Keaton
Soil Scientist
Non -Discharge Pernutting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
- James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
May 21,1998
CERTIFIED MAIL
RETURN RECEIPT RE UESTED
Jart Hudson
H&CFarms
4901 Old Warsaw Road
Turkey, NC 28393
Dear Mr. Hudson:
TWA
� •
NCDENR
NORTH CARour4A DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RECEIVED
MAY 2 2 1998
FAYET EVILLE
REG. OFFICE
SUBJECT: Notice of Recommendation
For Enforcement
H & C Farms
Farm #: 82-709
Sampson County
This letter is to notify you that the Non Discharge Complianc6Enforcement Unit of the Division
of Water Quality (DWQ) is considering sending a recommendation for enforcement action to the Director
of the Division of Water Quality. The recommendation concerns the violation of NCAC 15A NCAC 2H
.0217(a)(1)(H)(vii) for fading to obtain an approved animal waste management plan before animals were
initially stocked.
According to correspondence received by the DWQ from Carroll's Foods, Inc., this facility began
production in 1994. A certification form for this facility was completed on December 16, 1997. This form
was received by the Division of Water Quality on December 17, 1997.
If you have an explanation for this violation that you wish to present, please respond in writing to
the Non Discharge Compliance/Enforcement Unit within ten (10) days of your receipt of this Notice. Your
explanation will be reviewed and if an enforcement action is still deemed appropriate, your explanation wiIl
be forwarded to the Director with the enforcement package for his consideration -
P.O. Bog 2953S, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

If you have any questions about this letter. please feel free to contact Mr. Shannon Langley of our
staff at [phone], extension 581.
Sincerely,
�I
Dennis R. Ramsey, Assistan of
Non Discharge Branch
Cc:.FayettevMFRegional-Office
Facility File ##: 82-709
Don Butler
Shannon Langley
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/]0% post -consumer paper

WASTE UTEL17AITON PLAN AGREEMENT
Name of Farm: H & C Farms
Owner/Manaeer A=ement
RECEIVED
lIDf C 17 1991
FAYETMVILLE
AEG. OFFICE
I (we) understand and will follow and implement the specifications, operation and maintenance
procedures established in the approved animal waste utilization plan for the farm named above. I
(we) know any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality before the new animals are stocked. I (we) also
understand there must be no discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24 hour storm_ The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: Jart Hudson and Richard Clifton
Signature: -+i f� c Date.
Name of Manager (If different from owner):
�z-/(-9/
Signature: XDate:
Name of Person Preparing Plan
Affiliation:
Phone No.
Address (Agency):
Robert D Edwards
NCDA
919-523-2949
P O Box 801
Kinston NC 28502-0801
Signature: Date: 16 4oC—,'?7

Nutrient Management Plan
DECEIVED
Producer: ,cart Hudson DEC 1 7 1997
Address, 4901 Old Warsaw Road, Turkey NC 28393
Telephone #: [phone] FAYTiEVILLE
REG. OFFICE
Facility #: 82-709
Farm Location: From Clinton, Hwy 24 to Turkey. Left on SR 1909. Facility on right 3/4 mile.
Type Operation: Feeder to Finish
Table 1: Waste Calculations'
Tvae production
Anima Units
(AU) Lbs N/year
Gals was e/yr
Siudge N//vr
wean to feeder
0.0
0.0
0.0
0.0
feeder to finish
7,040.0
16,192.0
6,526,080.0
2,534.4
farrow to wean
0.0
0.0
0.0
0.0 -
farrow to feeder
0.0
0.0
0.0
0.0
farrow to finish
0.0
0.0
0.0
0.0
Total N per
year 16,19ZO
Total gallons waste/year
6,526,080.0
Acre inches/year
240.3
Total N from sludge produced/year
2,534.4
'Calculations based on animal units with waste applied by irrigation
Several factors are important in implementing this plan to maximize the fertilizer value of the waste and to
ensure that the waste is applied in an environmentally safe manner. Factors included are:
1: Always apply wastes based on crop needs and the nutrient content of the waste.
2: Do not over apply nitrogen.
3: Do not apply wastes on saturated soils, when it is raining, or when the ground is frozen, either could
cause surface runoff.
4: Consider wind conditions to avoid drift and down wind odor problems.
5: Wastes can only be applied to actively growing crops or not more than 30 days prior to planting or to
forages breaking dormancy.
6: This plan uses nitrogen as the limiting nutrient_
7: This plan is based on wastes being applied using irrigation. If the application method is changed,
this plan will need to be revised because the nutrient content varies depending upon the application
method_
8: Waste samples are required to be taken and analyzed at least 60 days within the application date.
9: Soil samples are required to be taken and analyzed annually. These analyses are used to balance all
nutrients for optimum growth and to monitor metal levels in the soil, especially copper and zinc.
Page 1

Tract -Field
7998 1
2
4
10
-10
9110 1
11822 1
�1
is
2
11823
1
2
3
4
-4
5
-5
6
7
8
11
-11
Table 2: Application Agronomics
Soil Type
Crop
Lbs N1Acre Acres
NoB
CO
78.0
9.6
NoB
CO
78.0
15.4
Nob
CO
78.0
5.3
GoA
BH
275.0
2.4
GoA
OSH
50.0
2.4
OrS
CO
108.0
10.2
WaB
BH
235.0
1.9
WaB
OSH
50.0
1.9
WaB
CO
66.0
2.5
WaB
CO
66.0
3.6
NoB
CO
78.0
7.4
Lm
CO
54.0
9.1
GoA
CO
84.0
5.9
NoA
co
84.0
21.6
NoA
WA
100.0
21.6
GoA
CO
84.0
20.1
GoA
WA
100.0
20.1
Mac
BH
255.0
5.2
Mac
OSH
50.0
5.2
NoB
CO
78.0
18.4
NoB
CO
78.0
12.8
WaB
BH
235.0
8.3
WaB
OSH
50.0
8.3
Total Acres 159.7
Total N Used
Lbs N/Field Month To Apply
748.8
Apr -Aug
1201.2
Apr -Aug
413.4
Apr Aug
660.0
Mar -Oct
120.0
Sep -May
1101.6
Apr -Aug
446.5
Mar -Oct
100.0
Sep -May
165.0
Apr -Aug
237.6
Apr Aug
577.2
Apr -Aug
491.4
Apr -Aug
495.6
Apr -Aug
1814.4
Apr Aug
2160.0
Sep -Apr
1688A
Apr -Aug
2010.0
Sep -Apr
1326.0
Mar -Oct
260.0
Sep -May
1435.2
Apr -Aug
998.4
Apr -Aug
1950.5
Mar -Oct
415.0
Sep -May
20816.2
CO=Cotton; BH=Bermudagrass-Hay; OSH-Small Grain Overseeded-Hay; WA=Winter Annual -Hay
Table 3: Nitrogen Balance
Total N Used 20816.2
Total N Produced 16192
Surplus or Deficit -4624.2
The nitrogen balance shown in table 3 should be equal to of less than 0 to fully utilize the nutrients
produced by the swine from this farm. To produce crops at the RYE's shown may require the use
of commercial fertilizer to balance fertilization rates in crop rotations. This farm is producing
16192 Ibs of nitrogen per year in the waste water and an additional 2534.4
lbs of nitrogen accumulates annually as sludge. To land apply the liquid portion in an acceptable manner
requires the irrigation system to pump and spread 6526080 total gallons annually.
Page 2

Table 4: Irrigation Application rates
Application Rate
Application Rate
Tract #
ReLd
Soil !A2e
Crop
Inches/Hr
Inches/Application
7998
1
NoB
Cotton
0.4
2.2
2
NoB
Cotton
0A
2.2
4
NoB
Cotton
0A
2.2
10
GoA
Bermuda
0.5
1.3
-10
GoA
Sm Grain
0.5
1.2
9110
1
OrB
Cotton
0.4
0.8
11822
1
WaB
Bermuda
0,6
0.8
-1
WaB
Sm Grain
0.5
1.2
la
WaB
Cotton
0.5
1.6
2
WaB
Cotton
0.5
1.6
11823
1
NoB
Cotton
0.4
0.8
2
Im
Cotton
0.4
2.1
3
GoA
Cotton
0.4
2.2
4
NoA
Cotton
0.4
0.8
-4
NoA
Sm Grain
0.4
1.3
5
GoA
Cotton
0.4
2.2
-5
GoA
Sm grain
0.5
1.3
6
Mac
Bermuda
0.5
1.3
-6
Mac
Sm Grain
0.5
1.3
7
NoB
Cotton
0A
2.2
8
NoB
Cotton
0A
2.2
11
Was
Bermuda
0.6
0.8
The irrigation application rate should not exceed the infiltration rate of the soil at the time of irrigation such
that runoff or ponding occurs. The application amount should not exceed the available water holding
capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the
nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on
the average of once every 6 months. In no instance should the volume of waste being stored in your
structure be higher than the upper pumping marker except in the event of a 25 year, 24 hour storm.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in
Table 2. Failure to apply the recommended rates and amounts of nitrogen shown in the tables make this
plan invalid.
Narrative of Operation:
The application fields are marked in yellow on the attached maps. Rye will be overseeded in Melds
6 and 11, tract 11823; field 10, tract 7998; and field 2, tract 11822. The rye will be cut for hay.
A winter annual, such as wheat or rye, will be seeded in fields 4 and 5 tract 11823 in the Fall.
This winter annual will be cut for hay, also. Approximately 16.5-17.0 acres of land in either fields 7
and 8, tract 11823; 1 and 2 tract 7998; or field 1 tract 9110 will be put in tobacco each year and
will not have swine waste pumped on this acreage during March -October of the year tobacco
is being grown. The greatest loss of N use capacity would be using field 1, tract 9110 and any of
Page 3

the other four fields. This would be a loss of about 1650 Ibs N and the deficit in the plan is 4828.3.
For rotation, it is possible where cotton is indicated as the crop to be grown, that one out of
4 years either coat or double cropped wheat/soybeans will be grown. Either cropping system
of com or wheat plus soybeans require more N than cotton and the N deficit will be nigher
than indicated on this plan. An amendment to the plan is to be attached for these rotations.
In addition to the FSA map, a map indicating the pumping lanes is attached. The numbering
sequence for the map with the pumping lanes is slightly different from the FSA map Within'
7998, FSA field 1=1 c and 1 d; field 2=2c and 2d; field 4=4; field 10=6b. Within tract 9110, FSA field
1=1 a and 1 b. Within tract 11822, FSA field 1=2a and 2b; field 1 a=2c; and field 2=3. Within tract
11823, FSA field 1=1; 2=2; 3=3; 4=4a,4b and 4c; 5=5a,5b, Sc and 5d; 6--6a; 7= 7a,7b,7c, and 7d;
B=8a,8b,8c and 8d; and 11=11a and 11b. Adequate buffers have been included for the ditch
around the fields in the plan and are marked in green on the map.
Page 4

T11823 �

40
i.QY ♦� �... i I � g 7� � i i.` i
V
fir! r °bd1 i I Jp . '. r i .l ii •�•I !}
V •�Lir ^� _i 10 F�} Y � Ebiil 16Yi e 0ffP 1 XE
qP
F _1
!i. ^ �! • +fig 1.7 � a f �q � o iQ � �4 �,
q top
41
V 1 F V1+pM M1 � � it J ` lr � ♦ I
M1 .� � � ►�_; �l q3 i 4ti w P _ �
1.1 nY 1P51Y iYY =I =I ,,If rlin .t z IIIM ` I � u .`i °°y I
rr
O.M.p ,ry QbYi �f5
,R _ • e °Y r ^Y l21 -i ri � :x }� s�+ �a „V ♦ � /
tO
lb @1-.
u a'A' g *'Y '; w x0c' s!° � " 'r gl�� .l,pn. 'i,� m ^l •° �a ° � .�' . ; `�
i � ^ � C F S MQY4r G41f GJ � •I 'o
� nQ Safi � = s I ;!' �� {� ■Q = nKirO < <� � �M°'�y� ° aT• °°qy Y+DQrr 7E r
01
r y°und" � 1 � ^� F r_ _ ^f Y ib l nl 'I •� ��� � ~`�� � —�� �` y� p+r� �
r� �ti ►'iwy O �, :,j � � -_- �E R• _ j '� �`` r °y 1r'ao� � � ° +Y"
/`. .1=T:i-A IIQ ' � .ti~' tn�YhY1 l A ' f; pJO„ 1 F ,` h •\ e-
I,.. n'� r•Y ill .Tr� �- \-

Source Cause z AMPS to Mlnieuize 041or Site Specific Practices
End of drainpipes at • Agitation during wastewater Of Extend disrharge point of pipes III KIMlea III
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; l7f Proper lagoon liquid capacity;
• Biological mixing; 9" Correct lagoon startup Procedures;
• Agitation W Minimum surface area-lo-volume ratio;
9 Minimum agitation whewpumping;
D Mechanical aeration;
I'll Proven biological additives
Irrigation sprinkler • high ltresstlre agitation; fJ Irrigate on dry days with little or no wind;
(tn'LLICS . Wind drill rr Mittinttutt recotmueuded ofterating pressllre;
T/Pump intake near Iagnou liquid surfrcc;
Cif Pomp from second -stage lagoon
SI«ragc Iwrk or basin a Partial rrticrubial ream ilasition; n Bottom or midlevel loading;
surlar;c • Mixing while filling;
Cl 'funk covers;
Al+ • Agitation when emptying M Basin surface mals of solids;
C1 Proven biological additives or oxidants
5culiug basin surface 0 Partial microbial decomposition; Ll Extend drainpipe outlets underneath liquid
• Mixing while filling; vcl;
• Agitation when emptying; Remove settled solids regularly
Manure, slurry or sludge • Agitation when spicat ing; C1 Soil iiijcctidit of slurrylsludgcs;
Spreader outlets . Volatile gas emissions C1 Wash residual manure frnm spreader after use;
C1 Proven biological uchlitives or oxidants
Uncnvered manure, Volatile gas emissions while 0 Soil injection ot'sluny/sludges T
slurry or sludge un ticld drying it incorporation within 48 firs.;
sill laccs ;/,Spread
in thin uniform layers for rapid drying;
0 Proven biological additives or oxidants
AlAwl anniials • Carcass decomposiliou Qr Proper disposition rtf carcasses
Dead aninrrl (fisposal • Carciess decompjositiolt 17-1 Crtmpl4tc covering of carcasses Ill bill'lal 114s;
pits IV A- 0 Proper Iocsslion/Con stritcliOil of disposal pies
Inciner;rtor5 NJ, Ineomplele c+riobustintl 0 Sccolulary stack burners
ArtifOC - November 11, 1996, Page 4
1

11
Swine Farm Waste Management Odor Control Checklist
Source Cause - - 11MI's to Niiuhniie ndol- title Specific f'racliccs
FurnhleaJ swine 1lruduelion Vegetallve or wooded buffers;
"Itecolnmended best managerrnllt prlclices;
ff Good judgment and common sense RECEIVED
Animal body stuNcei Dirty manure -covered animals Dry floors DEC 1 7 tCt91
flour Sulfaccs • Wet Inalnue-envered 114mrs Slotted floors; — ��-�-r�i
hlalulrie cullectiull pill a lhille;
• I'altlal 11licrolllal decomposition
Vcnlllall+In +:\flaasl I�IIIS * V1r1a111c gaSeS;
1}ust
1!1 Waterers located over slolled floors;
IF"�peeders at high end of solid floors;
f1 Serape manure Imildop frolrr flours;
ri Underfloor ventitalion for drying
Frequent manure removal by Mush, pit recharge,
or scrape;
n Underfloor ventihilon
CT Fail lllailliellatice;
M lifficient air ulovcinew
Indoor surfaces Dust K 05111lowll betweell groups of animals;
Feed alldilivcs;
dK Feeder covers;
00 l' ce+l delivery downspout exteudels III feeder
covers
Flux11 maiks • Agitatirrn of recycled lagoon Rr I -lush lank covers;
liquid while ranks are filling n Exlend fill line to 11ear botlnul n1*11111k5 wilh
unli-sipholl vcnls
I lush alleys a Agitation during wastewalcr GK Underfloor flrlsh Willi uuderrluor ventilation
conveyance
Vil recharge Joints • Agilaliull of recycled lagoon I'menid recharge lilies to near Ilulluni ul' pils
liquid while pits are filling with Anti -siphon wills
Lill 3.1alkou • Agitation thlring sloop lank 0 Sump lank cnvcf5
lillinli and drawdown
01115ide drain culfectiun • Agilaliun during wastewater _ Ilox covers
ur jwlctiun loxes cunveysutce
FAYMEVILLE
REG. OFFICE
A hl()(; - November 1 I , 1996, Page 3

Snnrce - cause
$Miss to Control Insects. — Side 5pecille Practices
Animal I folding Arcas Accumulations of animal wastes
Q
Eliruinate lour areas that trap moisture along
and Feed %vaslage
fences and other locations where %vaste
accumulates and disturbance by animals is
1i 1
f�
n
minimal. v
Mai.ntain fence rows and filler strips around
ammal holding areas to mirkimize
accumulations of wastes (i.e., inspect for and
remove or break up acclnuulated solids as
neede(i).
Dsy Manum il;racliing • Accumulations ofaninurl wastes
n
Remove spillage on a routine basis (e.g., 7 - 10
systems
day interval during samrner; 15-30 clay interval
during; +vinter) where manure is loaded for land
f_7
application or disposal.
Provide for adequale drainage around manure
stockpiles.
•
Inspect for and remove or break lip accumidated
wastes io filler strips aroaml slockpiles uod
mamn•e handling; areas as needed.
For moUL: int'ornmaksn coalact like Cooperative Extension Service, Depallment of I:nlonrnlogy, Box 7613, North Carolina Stale university,
ltateigh, NC', 27695-7613.
AKIR - Novusiktscr 11, 1996. Page 2

Insect Control Checklist for Animal Operations
tilllll'L'l=
Came
RMPS tti Control Insects
Site Specific Practices
Liquid Systems
I'insh Outwi s •
Acclulllllatlon of solids
❑ Flush system is designer( and opt;raleaI
sufficiently to remove acculllulated solids frolll
RECEIVED
Aglitters
as designelL
(V
n Remove bridging of accumufaled solids w
DEU 17 1191
.slischarge
1_ag000s and fits
Crusted Solids
Pr Maintain lagoons, sealing basins and pits where
FAYMEVILLE
pest breeding is apparent to mininlize the
OFFICE
crusting of solids In a depth of no mote than b -
REG.
8 inclies over niore than 30% of surface.
vl:>,ccssive Vegclative •
1)de1lyi1kg vegetaliall
Maintain vegetative control along hanks of
t irotvlll
lagoons and other impotnulmenls to prevent
accumulation of decaying vegetative ntauer
along waters edge on impounthnem's perimeter.
_ Dry Systems
FCLA Spillant; 1)esigll, operate and nlaintaiu feed sysicnls
bunkers allot Iroughs) to Minimize the
ccunuilation of decaying wastage.
Clean up spillage on a raulinC basis {e.g., 7 - 10
day iliterval during summer; 15-30 day ilucrval
luring timer).
~I coil Sim ilgc Ac:cimmlatiuos offced residues _ Reduce nloislure aceuo►ulalion within and
aronnrl im inediale perinleler of tied storage
areas by insuring drlinalc away from site
and/or providing adequate containment
covered hin for brewer's grain rind sin►ilar hif;h
noislure grain producls).
ft ur/linspect lilt and remove or break iip accumulated
solids in filler strips around Ned storage lis
ileeded.
ANIK" - November 11, 1990, Page I

Source Cause IIMT9 to Minimize odor Sile Specific Practices
Slamding ►valor around • Improper drainage; _ Grade and landscape such that water tbains
facilities 0 Microbial decomposition of away from facilities
organic Matter
Manure Irackvd onto • Poorly maintained access roads gr Farm access road lnainlenance
public roads flout farm
access
Additional Information : Available From
Swine hianure Management ; 6206 Itule/113MP I'ackul NCSI1, Csrulrty Exlunsitm Center
Swille Prodaction Farlrt Potential Odor Sources and Remedies; EI3AU Vact Sheet NCSI I - 11Ais
Swine Ihudoclian Facilily Malrtlre Management: Pit Recllarbe - l.agoun Treatment ; MIAE 128-88 NCSI I - i1A E
S%VilrC PrnllnC601) Facilily Manure Management: Underfloor Flush - Lugoon Treabilenl ; WA1; 129-88 NCSI1 - BAE
1.uJ;Oml Design unit Milliagelmcla for Liveslock Manure Treatment and Storage ; FIIAE 103-93 NCSI I - HA 1.
Calihratil m 111f Manlru and Waslcwalcr Application Egmipmum ; FBAF Fact Sheol 14CSI I - 11AF
Commoiling Odors from Swine Ituildings ; 11111-33 NCSI I - Swine Extensinm
Vshvicumocmtal Assurance Program ; NI'PC Manual NC folk hocdmcets Assoc
(lpti<<os (i►r Managisrg olden ; a rcpnrl from the Swine Odor Task Force NCSI I Agri Cmllmlmuications
Nilisanl:e CEIllCerrs ilk Auilmai Mammre, Management: Odors and Flies ; PRO107, 1995 Conference Proceedings Flol ilia C(bolrcralive lixlcusism
AAI()f: - Nuvem1wr 11, 1996, llaj-,e 5

"Mortality Management Methods
(check which methods) are being implemented)
J Burial three feet beneath the surface of the Around within 2' hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public bodv of water.
Rende:ina at a rendering plant licensed under G.S. 106-163.7
_
Complete incineration
In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Deaarrtrnent of ? -- iculture
J Anv method which in the professional opinion of the State Veterinarian would
ma.k: possible the saivaee of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
RECEIVED
DEC 1 7 1997
FAYETTEVILLE
REG. OFFICE

rr —A
J
E TMER GEC' CY ACTION PLAN'
P::O\E LBERS
DV -
EN-ERGEMNCY N-1_ \-AC",=.% aN7 5 Y S 1 EN,l
S�'CD (910) _ 592-7963
N-RCS [phone]
l i115Jlan will be 1 n leTe:ted IItae td:t that wastes om _vour oDe'a-,;cnalez,^_ overilowirs�, or nuti1ing oi; Si[e. You should not wait until wastes rtac:i Sun- ace wate.Z or
'." to Cdr751lea1e Otr prop der that Vote ;.ZLC a proDJei:. `4u should :axe e�� �et-L~i id
ensure that:Es does not ha'}pen. 4:.:s plan siould be Dos:cd in an aCcess,d4e location for
ail cmplovees at d)t fac111ty. d ne 1ollow•irlr are soric ac: on :iern s you stio'.Ild Lakz.
Stan the release of wastes. Dependitng on the situation, this may or rnav not be
possible. Sudeested responses to some possible probl.-nas are Listed below.
A. Lagoon overflow -possible solutions are.
a. Add soil to be.:n to increase elevation of darn. RECEIVer)
b. Purn-o wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately. DES 17 1991
d. Cali a pump intr contra tor.
e. Make sure no surface water is entering lagoon. �gY�EVI LE
REG. OFFICE
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 relds wse. _ runoff occurred.
C: LcakaYe from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irritation pump.
c. Close valves to eliminate fut aher dis: : rge.
d. Repair all leaks prior to restarting pun-ps.
D: Leakage from flush -'stems. souses. solid separator:-oc:ion include:
a. Stop recvcle c'urnD.
b. Stop irrigation pu np.
C. Make sure no siphon occur_.
d. Stop '+il flow"; in house. 'flush _y_ ie:.j. c�z. Zzc!ilV Separnlors.

ti
e. RepaLr all leaks prior to rest- inc pull's.
Le alas from cast or =ideti:'all of lagoon.. OIt.".:i this Is seeoag,2 as opposed io
f owinE lear:S- po:sible action:
a. Die a small surnp or ditch away frorrl the ent to catch ail see -ace.
Dui in a submtrsibie pu:�ip. and pump back- to lagoon.
b. If holes are caused by u..owir.z amr-na- ls. trap or mmove aTLia:s and :III
holes and coy:,: ac: with a clay -,,-pe soil.
c. Have a professional ovaluat-the+conditicri of the side walls a--.)d l"-.Qoon
bortom as soon as possible. y
?. Assess the extent of the spill and note any obvious darrz,Les.
a. Did the waste reacts anti' surface waters?
b. Approximately how much was released and for what Duration?
c. Any can, aae noted. su-.h as employee injury, fish kills, or proper•, damage?
d. Did :the spill leave the properr 7 .
e. Does the spill have the potential to reach surface waters?
f: Could a fuiure rain event cause the spill to reach surface «eaters?
g Are potable water wells in dancer (either on or off of the prop!rzy)?
R. Hou much reached surface wate.-s?
3: Contact appropriate agencies.
a. During no . aI business hours, call vour DWQ (Division of Water Quality)
regional office: Phone - - Alter hours, e-nercency number. 919-73,3-59�'.�.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item ? above, the exact Iocation of the faciiiry, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b_ If spill leaves proper-ry or enters surface waters, call local EMS Phone number C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local MRCS office for adviceftechnical assistance phone number - -
4: If none of the above works call 911 or the Sheriff s Deparment and explain vour
problem to the.I and rsl; that person to contact the proper agencies for you.
S: Contact the contractor of your choice to begin repair of problem to rZinimi e of site
damage.
a. Contractors Name:
b. Contractors .-address:
c. Contractors P'lone:
2 D-�_-,,rr.bC!.- I'. Ic- s6

6: Contact the technical specialist s-ho certified the lagoon (tiRCS, Consulting
r
tng:neer, etc.)
a. Name:
b. Phone:
7: Implernent proc_duses as advised by DW Q and assistance agencies to
.ectif%- the dalrag¢. repa.i: the s� stern. and ---assess the v,-ast-:: management _plan to
re:p problerns �,ith release of l•ast_s Yiornhappening again. r
W.

Sheetl
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms
4.4
.cart Hudson
4901 Old Warsaw Rd
Turkey, N.C. 28393
910-533-3020
Cotton
FIELD NUMBER
IRRIGATION OPERATOR
OPERATOR'S ADDRESS
OPERATOR'S PHONE
RECOMMENDED P.A.N.
1
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gallmin)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbs/acre)
2/21/97
7:55
125
1
300
37500
8522.727273
2.3
19.602273
50.39772727
2125197
4:29
5:35
66
1
300
19800
4500
2.3
10.35
40.04772727
2/28/97
9:17
10:20
63
1
300
18900
4295.454545
2.3
9,8795455
30.16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30.16818182
1
300
0
1 0
1
1 0
130.18818182
RECEIVED
mr., 1. 7 097
Flue
MEC-4. OFFM Page 1

Sheet2
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
6.2
,tart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
2
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
_
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gailmin)
GALLONS
PER ACRE
1,000 GAL
(lbstacre)
(lbstacre)
2/20/97
1:04
3:10
126
1
300
37800
6096.774194
2.3
14.022581
55.97741935
2/25/97
8:00
9:25
85
1
300
25500
4112.903226
2.3
9.4596774
46.51774194
1
300
0
0
0
46.51774194
1
300
0
0
0
46.51774194
1
300
0
0
0
46.51774194
1
300
0
0
0
48.51774194
1
300
0
0
0
48.51774194
1
300
0
0
0
46.51774194
1
300
0
0
0
46,51774194
1
300
0
0
0
48.51774194
1
300
0
0
0
46,51774194
1
300
0
0
0
46.51774194
RECEIVED
JUI {C 17 1997
FAYETTEVILLE
REG. OFFICE Page 2

Sheet3
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
5.7
.fart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
3
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATEI
TIME
TIME
MINUTES
OPERATING
(galimin)
GALLONS
PER ACRE
1,000 GAL
(lbstacre)
(lbslacre)
2/20/97
9:22
1 11:25
123
1
300
36900
6473.68421
2.3
14.889474
55.11052632
2/25197
10:38 1
11:40
62
1
300
18600
3263.15789
2.3
7.5052632
47.60526316
_
1
300
0
0
0
47,60526316
_
1
300
0
0
0
47.60526316
1
300
1 0
0
0
47.60526316
1
300
0
0
0
47.60526316
1
300
0
0
0
47,60526316
_
1
300
0
0
0
47.60526316
1
300
0
0
0
47,60526316
1
300
0
0
0
47.80526316
1
300
0
0
0
47.6052B31e
1
300
0
0
0
47.6052@316
RECEIVED
DEC 17 1997
FAYMEVILLE page 3
REG. OFFICE

Sheet4
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4.6
,fart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
4
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
12126198
10:55
2:10
195
1
300
58500
12717.3913
2.3
29.25
40.75
2/19/97
12:27
2:39
132
1
300
39600
8608.69565
2.3
19.8
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
RECEIVEL'23'
fJ E rj 17 1997
CAYETTEVILLE
EEG. OFFICE Page 4

Sheets
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
7.4
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
5
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
_
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
12/27/96
11:40
3:10
210
1
300
63000
8513.51351
2.3
19.58108
50.41891892
2M 9197
6:30
10:25
235
1
300
70500
9527.02703
2.3
21,91216
28,50675676
_
1
300
0
0
0
28.50675676
1
300
0
0
0
28.50675676
1
300
0
0
0
28.50675576
1
300
0
0
0
28.50675676
1
300
0
0
0
28.50875676
1
300
0
0
0
28.50675678
1
300
0.1
0
0
28.50675676
1
300
0
0
0
28.50675876
1
300
0
0
0
28.50675676
1
300
0
0
0
28.50675678
RECEIVED`
DEII 17 1997
CAYcTTEVILLE
13EG..OFFICE, Page 5

Sheet6
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
6.6
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
6
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(Ibslacre)
12/29/96
1:00
5:00
240
1
300
72000
10909.0909
2.3
25.09091
44.90909091
2/18/97
12:35
3:35
180
1
300
54000
8181.81818
2.3
18-81818
26.09090909
1
300
0
0
0
26.09090909
_
1
300
0
0
0
26,09090909
1
300
0
0
0
26.69090909
1
300
0
0
0
26.09090909
1
300
0
0
0
26.09090909
1
300
0
0
0
26.09090909
1
300
0
0
0
26.09090909
1
300
0
0
0
26,09090909
1
300
0
0
0
28.09090909
1
3D0
0
0
0
26.09090909
RPCEiVED
DEC 17 1997
FAYETTEVILLE
REG. OFFICE_ Page 6

Sheet?
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Corn RECOMMENDED P.A.N.
7
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
160
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gallmin)
GALLONS
PER ACRE
1,000 GAL
(ibslacre)
(lbslacre)
12/30/96
11:05
1:30
145
1
300
43500
10875
2.3
25.0125
134.9875
315197
1:41
3:27
106
1
300
31800
7950
2.3
18.285 1
116.7025
1
300
0
0
0
118,7025
1
300
0
0
M
0
118.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116,7025
1
300
0
0
0
116,7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
RECEIVED
uEC 17 1991
FAYE TEVILLE
REG. OFFICE Page 7

Sheet8
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4,7
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Corn RECOMMENDED P.A.N.
8
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
160
NO.OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
DATE
JIME
TIME
MINUTES
OPERATING
(gallmin)
GALLONSPER
ACRE
1,000 GAL
(lbs/acre)
(lbslacre)
12/30/96
2:38
4.58
140
1
300
42000
8936.17021
2.3
20,553191
139.4468085
2/5197
4:30
6:00
90
1
300
27000
5744.68085
2.3
13,212766
126,2340420
315197
5:27
6:50
83
1
300
24900
5297.87234
2.3
12.185106
114.0489362
3/13/97
1:00
2:47
107
1
300
32100
6829,78723
2.3
15.708511
98,34042553
1
300
0
0
0
98.34042553
1
300
0
0
0
98,34042553
1
300
0
0
0
98,34042553
1
300
0
0
0
98.34042553
1
300
0
0
0
98.34042553
1
300
0
0
0
98.34042553
1
1
300
300
0
0
0
0
0
0
1 98,34042553
98.340425531
RECEIVED
DEC 17 1997
FAYETTEVILLE
Page 8 REG. OFFICE

Sheet9
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4.6
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Corn RECOMMENDED P.A.N.
9
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
160
NO. OF
FLOW
PAN
NITROGEN
STXR—T1
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbs/acre)
12131 /96
9:24
1215
171
1
300
51300
11152.17391
2.3
25.65
134.35
1/3/97
4:05
5:50
105
1
300
31500
6847.826087
2.3
15.75
118.6
2/5/97
1:15
3:34
139
1
300
41700
9065.217391
2.3
20.85
97.75
3/6197
5:08
6:58
110
1
300
33000
7173.913043
2.3
16.5
81.25
1
300
0
0
- 0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
1
300
0
1 0
0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
RECEIVEur"j-,
JEri 17 1997
Page 9 FAYETTEVILLE
REG. OFFICE

Sheetl0
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
5.1
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Corn RECOMMENDED P.A.N.
10
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
160
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gallmin)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
114t97
10:20
12:10
110
1
300
33000
6470.588235
2.3
14.88235
145.1176471
317197
11:15
12:45
90
1
300
27000
5294.117647
2.3
12,17647
132,9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411785
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132,9411785
RECEIVED
J E u 17 1997
Page 10 FAYETTEVILLE
REG. OFFICE

Sheetl l
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
3.6
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
11
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
_
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
_
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE_
DATE
TIME
TIME `MINUTES
OPERATING
(gallmin)
GALLONS
PER ACRE
1,000 GAL
(Ibslacre)
(lbslacre)
2/3/97
2:53
4:53
120
1
300
36000
10000
2.3
23
47
3/13/97
7:05
9:05
120
1
300
36000
10000
2.3
23
24
1
300
0
0
0
24
1
300
0
0
0
24
1
300
0
0
0
24
1
300
0
0
0
_
24
1
300
0
0
0
24
1
300
0
0
0
24
1
300
0
0
0
24 _
1
300
0
0
0
24
1
300
0
0
0
24
1
1 300
0
0
0
24
RECOVER
17 1997
CAPE TTEVILLE
Page 11 REG-OFFICE

Sheet12
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4.8
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
12
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN I
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED1
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
214197
9:05
10:38
93
1
300
27900
5812.5
2.3
13.38875
56.63125
3113197
9:48
11:51
123
1
300
38900
7687.5
2.3
17.68125
38.95
1
300
0
0
0
38.95
1
300
0
0
__ .._...—
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
fl d
0
38.95
1
300
0
0
1
0
38.95 1
1
300
0
0 '
0
38.95
RECEIVED
D��C) 17 1997
FAVLTTEilILLE
Page 12 REG. OFFICE~

Sheet13
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
8.9
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Coastal -Est RECOMMENDED P.A.N.
13
Richard Clifton
370 West Rd
Turkey, N.C.
910-533.2013
80
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
_ DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbs/acre)
114197
2:20
4:50
150
1
300
45000
5056.17978
2.3
11.629213
68,37078652
1/15/97
11:13
1:33
140
1
300
42000
4719,10112
2.3
10.853933
57.51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57.51685393
1
300
0
0
1 0
157.51885393
1
300
0
Q
0
1 57.51685393
RECEIVED
rid 1 7 1997
FAY=TTOP;LLIE.
Page 13 [IF-G. OFFICE-.

Sheet15
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
5.2
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
15
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gallmin)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(Ibstacre)
1 /15/97
2:23
4:23
120
1
300
36000
6923.076923
2.3
15.923077
54.07692308
2/4/97
4:12
6:42
150
1
300
45000
8653.846154
2.3
19.903846
34.17307692
3/8/97
12:45
3:00
135
1
300
40500
7788.461538
2.3
17.913462
16.25961538
3/12/97
1:39
2:51
72
1
300
21600
4153.846154
2.3
9.5538462
_
6.705769231
1
300
0
0
0
6.705769231
1
300
0
1 0
0
6.705769231
1
300
0
0
0
8.705789231
1
300
0
0
0
6.705769231
1
300
0
0
0
6.705769231
1
300
0
0
0
6.705769231
1
300
0
0
0
6.705769231
1
300
0
0
0
6,705769231
R E C E I V 601
!]M;; 1 7 199/
FAYETTEVi' Lh
Page 15 REG. OFFICE

Sheet2l
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
12.4
.tart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
21
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING_
(galimin)
GALLONS
PER ACRE
11000 GAL
(lbsfacre)
(lbs/acre)
3/4/97
10:38
1:38
180
1
300
54000
4354.83871
2.3
10.016129
59.98387097
1
300
0
0
0
59.98387097
1
300
0
0
0
59.98387097
1
300
0
0
_
0
59.98387097
1
300
0
0
0
59.98387097
1
300
0
0
0
%98387097
1
300
0
0
0
59.98387097
1
300
0
0
0
59.98387097
1
300
0
0
0
59.98387097
1
300
0
0
0
59.98387097
1
300
0
0
�0
59.98387097
1
300
0
0
0
59.98387097
RECEIVE
'1":; 1 / 1997
FAYETTEVI LLE
Page 20 REG. OFFICE:

Sheel23
FARM NAME
FIELD SIZE {ACRES}
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
13.2
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
23
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gallmin)
GALLONS
PER ACRE
1,000 GAL
(lbs/acre)
(lbslacre)
2126/97
4:00
7:02
182
1
300
54600
4136.383638
2.3
9.5136364
60.48636364
3/18197
8:50
12:00
190
1
300
57000
4318.181818
2.3
9.9318182
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50.65454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50,55454545
1
300
0
0
0
50,55454545
1
300
0
0
0
50.55454545
RECEIVED"
1; E � 17 1991
U4i'dE ='1LLE
Page 18 EaEG. OFFICE

Sheet1
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4.4
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
1
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
_PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
2/21/97
7:55
125
1
300
37500
8522.727273
2.3
19.602273
50.39772727
2/25197
4:29
5:35
66
1
300
19800
4500
2.3
10.35
40.04772727
2126 997
9:17
10:20
63
1
300
18900
4295,454545
2.3
9.8795455
30.16818182
1
300
0
0
0
30,16818182
1
300
0
0
0
30,16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30,16818182
1
300
0
0
0
30.16818182
1
300
0
0
0
3016818182
1
300
0
0
0
30.16818182
1
300
0
0
0
30.16818182
R E` C E I V ED-1
Page 1 FAY E T T E V I- -1.-2-
REG- 0=FiC: .

Sheet2
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
6.2
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
2
Richard Clifton
370 West Rd
Turkey, N.C.
910-533.2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
2/20/97
1:04
3:10
126
1
300
37800
6096,774194
2.3
14.022581
55.97741935
2/25/97
8:00
9.25
85
1
300
25500
4112,903228
2.3
9.4596774
46,51774194
_
1
300
0
0
0
46.51774194
1
300
0
0
0
46.51774194
1
300
0
0
0
46.51774194
1
300
0
0
0
46.51774194
1
300
0
0
0
46,51774194
1
300
0
0
0
46,51774194
1
300
0
0
0
46.51774194
1
300
0
0
0
46.51774194
1
300
0
_ 0
0
48,51774194
1
300
0
0
0
46.51774194
RECEWEED
", 1 7 1997
Page 2 1-A1Yr�7TEVf LLF—

Sheet3
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
5.7
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
3
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO, OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
2/20/97
9:22
11:25
123
1
300
36900
8473,68421
2.3
14.889474
55.11052832
2125/97
10:38
11:40
62
1
300
18600
3263.15789
2.3
7.5052632
47,80526316
1
300
0
0
0
47.60526316
1
300
0
0
0
47.60526316
1
300
0
0
0
47.60526316
1
300
0
0
0
47.60526316
1
300
0
0
0
47.60526316
1
300
0
0
0
47.60526316
1
300
0
0
0
47.80526316
1
300
0
0
0
47.60526316
1
300
0
0
0
47.60526316
_
1
300
0
0
0
47.60526316
DEC 17 19W
FAYETTEVILLE
Page 3 IIEr. OFFICE

Sheet4
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4.6
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
4
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
_ DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbs/acre)
(lbs/acre)
12/26/96
10:55
2:10
195
1
300
58500
12717.3913
2,3
29.25
40.75
2119/97
12:27
2:39
132
1
300
39800
8608.69565
2.3
19.8
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
_
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
1
300
0
0
0
20.95
RECEV V 1
IsEr 17 1997
FAYI=rrEVILLE
Page 4 REG. OFFICE

Sheets
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
7.4
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
5
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbs/acre)
(lbs/acre)
12/21/96
11:40
3:10
210
1
300
63000
8513.51351
2.3
19.58108
50,41891892
2/19/97
6:30
10:25
235
1
300
70500
9527,02703
2.3
21.91216
28.50675676
1
300
0
0
0
28.50675676
1
300
0
0
0
28,50675676
1
300
0
0
0
28.50875676
1
300
0
0
0
28.50675676
1
300
0
0
0
28.50675676
1
300
0
0
0
28,50875676
1
300
0
0
0
28,50675676
1
300
0
0
0
28.50675676
1
300
0
0
0
28.50675678
1
300
0
0
0
28.50875676
R ECEWPO
lip[1 l m/
[=AYETTEvi LL
Page 5 REG. OFFICE

Sheet6
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNERS ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
6.6
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATORS ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
6
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
12/29/96
1:00
5:00
240
1
300
72000
10909.0909
25.09091
44.90909091
2118197
12:35
3:35
180
1
300
54000
8181.81818
_2.3
2.3
18.81818
26-09090909
1
300
0
0
0
26,09090909
_
1
300
0
0
0
26.09090909
1
300
0
0
0
26.09090909
1
300
0
0
0
26.09090909
1
300
0
0
0
26.09090909
1
300
0
0
0
26.09090909
1
300
0
0
0
26,09090909
1
300
0
0
0
26.09090909
1
300
0
0
0
28.09090909
1
300
0
0
1 28.09090909
RECEIVED
nEy 17 1997
FAYETTEVI LLE
Page 6 (IEG. OFFIG:

Sheet?
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Corn RECOMMENDED P.A.N.
7
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
160
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
F
TIME
TIME
MINUTES
OPERATING
(galimin)
GALLON
PER ACRE
1,000 GAL
(lbslacre)
(ibslacre)
11:05
1:30
145
1
300
43500
10875
2.3
25.0125
134.9875
1:41
3:27
106
1
300
31800
_ 7950 i
2.3
18.285
116,7025
1
300
0
0
0
118.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
1
300
0
0
0_
116.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
1
300
0
0
0
116.7025
DEC'►17 1997
F-AYC- IF 'EV;LLE
Page 7 [11EG.

5heet8
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4.7
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Corn RECOMMENDED P.A.N.
8
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
160
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gallmin)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
12/30/96
2:38
4:58
140
1
300
42000
8936.17021
2.3
20.553191
139.4468085
215/97
4:30
6:00
90
1
300
27000
5744.68085
2.3
13.212766
126.2340426
3/5/97
5:27
6:50
83
1
300
24900
5297,87234
2.3
12.185106
114.0489362
3/13/97
1:00
2:47
107
1
300
32100
6829.78723
2.3
15,708511
98.34042553
1
300
0
0
0
98.34042553
1
300
0
0
0
98.34042553
1
300
0
0
0
1
300
0
0
0
_98.34042553
98,34042553
1
300
0
0
0
98.34042553
1
300
0
0
0
98.34042553
1
300
0
0
0
98.34042553
1
300
0
0
0
98,34042553
I WO
RECEIVE==
DE" 17 1997
Page e

Sheet9
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4.6
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Corn RECOMMENDED P.A.N.
9
Richard Clifton
370 west Rd
Turkey, N.C.
910-533-2013
160
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gallmin)
GALLONS
PER ACRE
1,000 GAL
(Ibslacre)
(lbslacre)
12/31/98
9:24
12:15
171
1
300
51300
11152,17391
2.3
25.65
134.35
113/97
4:05
5:50
105 1
1
300
31500
6847,826087
2.3
15.75
118.6
215197
1:15
3:34
139
1
300
41700
9065.217391
2.3
20.85
97.75
316/97
5:08
6:58
110
1
300
33000
7173.913043
2.3
16.5
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
1
300
0
0
0
81.25
RECEIVED
17 1997
C'1�
Page 9 [!E-G. OFFICE

Sheetl0
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
5.1
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Corn RECOMMENDED P.A.N.
10
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
160
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gallmin)
GALLONS
PER ACRE
1,000 GAL
(ibslacre)
(lbs/acre)
114/97
10:20
12:10
110
1
300
33000
6410.588235
2.3
'i 4.88235
145.1178471
3/7/97
11.15
12:45
90
1
300
27000
5294.117647
2.3
12.17647
132,9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411785
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132,9411765
1
300
0
0
0
132,9411765
1
300
0
0
0
132.9411765
1
300
0
0
0
132.9411765
RECE1V --:-%
_.�, 1 7 1997
FAYETTEVILLE
Page �o PEA. OFFICE

Shee111
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
3.6
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533.3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
1
Richard Clifton
370 West Rd
Turkey, N.C.
910.533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gallmin)l
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
2/3/97
2:53
4M
120
1
300
36000
10000
2.3
23
47
3113/97
7:05
9:05
120
1
300
36000
10000
2.3
23
24
1
300
0
0
0
24
1
300
0
0
0
24
1
300
0
0
0
24
1
300
0
0
0
24
1
300
0
0
0
24
1
300
0
0
0
24
1
300
0
0
0
24
1
300
0
0
0�
24
1
300
0
0
0
24
It
I
1
300
1 0
0
4
1
24
RECEIVED
J EC 1 7 1997
7�TTLMLLE
Page 11

Sheet12
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
4.8
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
12
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(Ibs/acre)
(lbstacre)
2/4/97
9:05
10:38
93
1
300
27900
5812.5
2.3
13.36875
56.63125
3/13/97
9:48
11:51
123
1
300
36900
7887.5
2.3
17.68125
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
1
300
0
0
0
38.95
RECEIVE
11113 1 11997
Page 12l'TOTEv1LLE

Sheen 3
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
8.9
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Coastal -Est RECOMMENDED P.A.N.
13
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
80
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gal/min)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbslacre)
1 /4197
2:20
4:50
150
1
300
45000
5056,17978
2.3
11.629213
68.37078652
1115/97
11:13
1:33
140
1
300
42000
4719.10112
2.3
10.853933
57,51885393
1
300
0
0
0
57.51685393
1
300
0
0
_
0
57,51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57,51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57.51685393
1
300
0
0
0
57.51685393
_-
1
300
0
0
0
57,51685393
1
300
0
0
0
57,51685393
1
300
0
0
0
57.51685393
RECEIVE -
DEC 17 1997
fAAY ETTEVILLE.
Page 13 V}CO. OFFiCZ

Sheetl5
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
5.2
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
15
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
70
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PER
APPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(galimin)
GALLONS
PER ACRE
1,000 GAL
(lbs/acre)
(lbs/acre)
1115197
2:23
4:23
120
1
300
36000
6923.076923
2.3
15.923077
54.07692308
2/4197
4:12
6:42
150
1
300
45000
8653.846154
2.3
19.903846
34,17307692
3/8197
12:45
3:00
135
1
300
40500
7788,461538
2.3
17.913462
16.25961538
3/12/97
1:39
2:51
72
1
300
21600
4153.846154
2.3
9.5538462
6.705769231
1
300
0
0
0
6.705769231
1
300
0
0
0
6,705769231
1
300
0
0
0
$.705769231
1
300
0
0
0
6.705769231
1
300
a
0
0
8.705769231
1
300
0
0
0
6,705769231
1
300
0
0
0
6.705769231
1
300
0
0
0
6.705769231
RE E VE0
+s " 1 7 1997
Page 15 FiVE.TTEVILLE
EIEG. OFFICE

'�►
FARM NAME
Hudson Farms
FIELD SIZE (ACRES)
12.4
FARM OWNER
Jart Hudson
OWNER'S ADDRESS
4901 Old Warsaw Rd
Turkey, N.C. 28393
OWNER'S PHONE
910-533-3020
CROP TYPE
Cotton
STARTI END TOTAL
DATE TIME TIME MINUTE;
3/4197 10:38 1.38 180
Sheet2l
FIELD NUMBER 21
IRRIGATION OPERATOR Richard Clifton
OPERATOR'S ADDRESS 370 West Rd
Turkey, N.C.
OPERATOR'S PHONE [phone]
RECOMMENDED P.A.N. 70
KLERS
RATE
TOTAL
GALL
ATING
(gallmin)
GALLONS
PER A
1
300
54000
4354.8
1
300
0
- - 0
1
300
0
0
1
300
0
0
1
300
0
0
1
300
0
0
1
300
0
0
1
300
0
0
1
300
0
0
Page 20
P.A.N. PER
APPLIED
BALANCE
1,000 GAL
(lbslacre)
(lbslacre)
2.3
10.018129
59.98387097
0
59.98387097
0
59.98387097
0
59.98387097
0
59.98387097
0
59.98387097
0
59.98387097
0
59.98387097
0
59,98387097
0
59.98387097
0
59.98387097
0
59.98387097
FFICEIV D
�T--' 17 1997
FAY -r--TTC.1f,LLE
OFFICE
0

Shee123
FARM NAME
FIELD SIZE (ACRES)
FARM OWNER
OWNER'S ADDRESS
OWNER'S PHONE
CROP TYPE
IRRIGATION RECORDS
Hudson Farms FIELD NUMBER
13.2
Jart Hudson IRRIGATION OPERATOR
4901 Old Warsaw Rd OPERATOR'S ADDRESS
Turkey, N.C. 28393
910-533-3020 OPERATOR'S PHONE
Cotton RECOMMENDED P.A.N.
23
Richard Clifton
370 West Rd
Turkey, N.C.
910-533-2013
7o
NO. OF
FLOW
PAN
NITROGEN
START
END
TOTAL
SPRINKLERS
RATE
TOTAL
GALLONS
P.A.N. PERAPPLIED
BALANCE
DATE
TIME
TIME
MINUTES
OPERATING
(gatimin)
GALLONS
PER ACRE
1,000 GAL
(lbslacre)
(lbsiacre)
2/26/97
4:00
7:02
182
1
300
54600
4136.363636
2.3
9.5136384
80.48636364
3/18197 1
8:50
12:00
190
1
300
57000
4318.181818
2.3
9,9318182
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
0 m
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50.65454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
_
0
50.55454545
1
300
0
0
0
50.55454545
1
300
0
0
0
50.55454545
R E C E I V E ["))'
4 0 17 1991
Page 18 l=R(MEVILLE
REG. OFFICE

16
ZI 7
rli i
L' i:.-

i• b`" f
F. NCDA Agronomic Division 4300 R
}'i"!=r
Wa
[it row..-.. Yr
Creek Road UeigK NC 27607-6465
733-2655
Grower. Hudson, Jart
4901 Old Warsaw Rd.
Turkey, NC 28393
ste A naiysis Reffort Farrar:
Report No- W01229 W
Codes lo: County Extension Director
USM-1NRCS-Sampson
I:nviro Aq. Compliance
1/28/97 Sampson Count
Sample Info. Laboratog Results (parts Er million unless otherwise noted)
Semple ID: DM% N P K Ca Mg S to M11 In Ctr ii Mo 0 No Ni Cd Pb
H01 : 826 98.2 769 105 19,5 Q.1 4A3 0,17 0.213 G63 0V, 1111
Waste Cade: !Nutrients Available for First Crop Ibsl104o gallors Other Clements lbs/1000allons
LSS Application Method N P705 K20 Ca Mq S re M11 I.r1 Ctr N Mo CI Na Ali Cd PI)
Description: Irrigation 2.3 1.3 6,2 0.61 0.11 US 0.03 T T 1 T 1.5
$wine Li . Slurry Soil Incorp k6 1.5 U 0.70 0.13 0.28 0.03 T T T T
Recommendations:
Nutrients available for the first crop are based on estimates of mineralization rate and projected loss for the application method. Concentrations of zinc and other metals are not excessive. 1 he waste product shot did not
cause P roduction or environmental problems if utilized accordiN to recommended practices. Monitor nutrie.nt buildijp with an annual soil test where the waste is routinely applied.
Mark Owenby, • Agronomist- '
FELE�'
I' f 7 1997
F-RiE i I EV1', LE
71
��E7.rfi �i:71

State of North Carolina
€department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Jart Hudson
H&C Farm
4901 Old Warsaw Road
Turkey NC 28393
Dear .fart Hudson:
1 11kF?WAIT
•
A d INESOMMENAdul 0 0 !WddLMft1
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND ED
August 3, 1998 PECEIV.
AUG 0 7 1998
FAYETTEVILLE
REG. OFFICE
Subject: Certificate of Coverage No. AWS820709
H&C Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on April 28, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Jart Hudson, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with General Permit
AWGI00000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the H&C Farm, located in Sampson County, with an animal
capacity of no greater than 7040 Feeder to Finish and the application to land as specified in the Certified
Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief:
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
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
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] PAX 919-733-2496
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
L

Certificate of Coverage AWS820709
H&C Farm
Page 2
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 Katharine Keaton at [phone] ext. 533.
_../-A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
J.
NL

State of North Carolina
' 4 Department of Environment and Natural Resources
Division of Water Quality Y>t , r V E D
r Non -Discharge Permit Application Form ' QUALi� r "ECTIO,iV
V (THIS FORM MA HE PHOTOCOPIED FOR USE AS AN ORIGINAL) �� g r0� r
General Permit - Existing Liquid Animal Waste Oper-tio�is�
t`'^n-1]ischargP per►nii '
The following questions have been completed utilizing information on file with the Division. a
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
Facilitv Name: H&C Farm
1.2 Print Land Owner's name: 3art Hudson
1.3 Mailins address: 4901 Old Warsaw Road
City, State: Turkev NC Zip: 28393
Telephone Number (include area code): 910-533-3020
1.4 County where facility is located: Sampson
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Take Hwv 24 to Turkey, NC. Turn right on SR1909r
Farm is -- 1.5 miles on right.
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'sEFoodsElnc
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _82_ (county number); _709 (facility number).
22 Operation Descripton: Swine operation
Feuer to Finish
7040- Certified Design Capacity
1s the above information correct? 0 yes; 7-1 no. If no, correct below using the design capacity of the facility
T1z "No. of Animals•' should be the maximum num er ror which the waste management structures were designed.
Tvpe of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Laver 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 ('M sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 1/26/98
Page 1 of 4

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 159.7 ; Required Acreage (as listed in the AWMP): 121
2.4 Are subsurface drains present within 100' of any of the application fields? YES or �]�D,)(please circle one)
r^:
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or � i (please circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act. NRCS standards, etc.) (swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? ov . 3
What was the date that this facility's land application areas were sited? uV c13
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
ite rn .
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
Feld 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 CAWIMP, it must be completed prior to submittal of general permit
application for animal waste operations_
The CAWMP must include the following components:
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? The method by which waste is applied to the disposal fields (e_g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field_
3.3.5 The crops grown on every land application field_
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUR
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Controi Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.)
If your CAWMP includes components not shown on this list, such as an irrigation design,
or site evaluation, please include the additional components with your submittal.
FORINT: AWO-G-E 1/28/98 Page 2 of 4

Facility Number: 82 - 709
Facility Name: H&C Farm
4. APPLICATNT'S CERTIFICATION:
(Land Owner's name listed in question 1.2), attest that
this application for (Facility name listed in question I.I)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Signature
Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
applicatiun for (Facility naine 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
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORNI: AWO-G-E 1/28/98 Pace 3 of 4

. .4p :4l,
CY, t�4 EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ-(gEa) q33-SOS3
EMERGENCY MANAGEMENT SYSTEM(9t4) Sq�f�rta
SWCI7(�1+�� 5ya -19Cc3
NRCS(qio)9u3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface 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.
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 sparators-action include:
a. Stop recycle pump
b. Stop irrigation pump
c. Make sure no siphon occurs
d. Stop all bows in the house, flush systems, or solid separators
e. Repair all leaks prior to restarting pumps

E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks -possible action:
a_ Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
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 number 4!9)133--�5o%3 . 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 under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone
Numbe(g1u)59D- Vq6 (.Q
c_ Instruct EMS to contact local Health Department.
d. Contact CES, phone number (g10)5gD-?)Vv , local SWCD office phone
number 9io 5qa- (P3 , and local NRCS office for advice/technical assistance
phone numberM i o) 5ga -09 U 3
4. If none of the above works, call 911 or the Sheriff's Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: ro� f SC.
b. Contractors Address: Law 5ovc�
c. Contractors Phone: qld '�Y4a-01`i

b. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer,, ptc) _
a. Name:
b. Phone:
e/
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.

NCDA'A0onamic.Division .
A300 Reedy Creek Road.'.: RaIei
h, NC; 27607-6465
, 919).733' 2655
Report No: 21595
Grower Hudson, Jut
Copies to:
Ccunty
Extension Director
4901 Old Warsaw Rd.
Fnviro
Ag. Compliance
Turkey, NC 213393
Soil
Test
p ort
�Re
.
i=arrrr:
2/25197
SERVING
N.C. CITIZENS FOR OVER 50 YEARS
Sampson Count
Agr "omist Comments:
A 3J 12
o �
`nrmat.ion
Feld'
lied Lime
Recommendations
Last
Crop
Mo r
Crop or Year
time
N r3 s
MgCu
ZnMn
See Note
Corn. Grain
Ist Croo: Cotton
0
50-70 0 0-20
0 0
0
1
0
3
7estls
2nd Crop:
Soil Class HM%
WIV CEC BS%
Ac pH P-1
K-1 Ca% Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NA-N Na
MIN 0.27
1.43
3.1 81.0
0.6 C,.0 252
83 59.0 10.0
26 26 82
82
49
29
0 C
Field information
lApplied
Lime
Recommendations
Sample No. La5t7rop
Iro Yr TIA
Trop or I ear
Lime
N f� s 10
My Cu
Zn
8
Mn
See Note
H02 Corn, Grain
1 st Crop: Cotton
0
.50-70 0 0
0 0
0
1
10
3
2nd Crop:
Test Results
Soil Class HM%
WIV CEC BS%
Ac pH A-1
K-1 Ca% Mg%
Mn-1 Mn-Al (1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NO-N Nbb-N Na
MIN 0.18
1.43
3.3 820
0,6 6.0 227
04 58.0 11,0
23 24 73
73
44
36
0,0
Field Information'
Apolied Lime.
'Recornmendations
Sample No. Last
Crop
Mo Yr T A
Crop or Year
Lime
N 1�05 100
Mg Cu
Zn
B
Mn
See Note
H03 Cotton
1st Crop: Cotton
0
50-70 0 0
0 0
0
1
1-3H
3
2nd Crao.
Test Results
Soil Class HM%
WIV CEC BS%
Ac pH P-1
K-1 Ca% Mg%
Mn-1Mn-Al (1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NCB-NN14-N Na
MIN 0.27
1.37
3.8 87.0
0.5 6.3 106
106 58.0 13.0
9 11 43
43
37
36
Do
Field lnforrnation-
App lied Lime
Recommendations
Sample No. Last
Crop
Mo Yr ►A
Crop or Year
Lime
N W5 KO
Mg Cu
Zn
B
Mn
See Note
H04 Corn,
Grain
1st Crap: Cotton
0
50-70 0 0
0 0
0
1
$pH
3
2nd Croo:
Test Results
Soil Class HM%
WIV CEC BS%
Ac pH P-1
K-1 Ca% Mg%
Mn-1 Mn-Al (1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Nth-N Nn-N Na
MIN 114
1.26
6.8 85.0
1.0 6.3 106
207 57.0 12,0
7 10 15
75
55
45
0,1

NCDA Agronomic Division
4300 Reed Creek Road: . 'Ralei hr NC €27607:-6465
[phone].. Grower: Hudson,'.Jart
Report No: 21595
P 2
Field irif&mation 'Apolied,
Lime
'Recommerldatioris'
.
Sample No. Last Crop
Mo
Yr i A
Crop or Year
Lime
N WS KO
Mg Cu
Zn
B
Mn
See
Note
FIGS Corn. Grain
1st Crop: Cotton
0
50-70 0 0
0 0
0
1
$pH
3
2nd CM:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-A1(1)Mn-A1(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N Nf*-N
Na
MIN 1,37 1.28
7.4
85.0
1.1 6.3 99
238
56.0
12.0
4 8 81
81
64
4 7
!.1
Field Information:. '..:
lied Lime
Recommendations
Sample No. Last crop
Mo
Yr i A
Crop or Year
Lime
N W 5 W
Mg Cu
Zn
8
Mn
See
Note
H06 Corn, Grain
1st Crop: Cotton
0
50-70 0 0
0 0
0
1
SpH
3
2nd Crop
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-I
K-1
Ca%
Mg%
Mn-1 Mn-Al (7) Mn-A1(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NHS-N
Na
MIN 1.02 1.28
6.6
85.0
1,0 6.3 125
223
57.0
11,U
5 9 81
81
57
44
01
Field Information : :.' .
died Lime
Recommendations
.
Sample No. LastCrop
Mo
Yr TA
Crop or Year
Lime
N W5 Igo
Mg Cu
Zn
8
Mn
See
Note
F107 Corn, Grain
1st Crop: Corn, Grain
0
120-160 0 0
0 0
0
$pH
3
2nd Crao.
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-A1(7)Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NH-N
Na
MIN 1.31 1.28
6.2
84.0
1.0 6.2 83
187
55.0
14.0
3 16 73
73
43
40
101
Field Information7. ` -
Applied
time
Recommendations
Sample No. Last rop
no
r T
rop or Year
Lime
N W5
g Cu
Zn
8
Mn
See Note
H08 Cotton
1st Crap: Corn, Grain
0
120-160 0 0
0 0
0
10
3
2nd Crop
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NH-N
Na
MIN 1.19 1.25
62
82.0
1.1 6.0 75
161
55.0
14.0
2 18 72
72
45
38
L).1
Field Information
Applied
Lime
,Recommendations
ample No. Last Crop
Mo
Yr T A
Crop or Year
Lime
N W5 KO
Mg Cu
Zn
B
Mn
See Note
1109 Cotton
1st Crop: Corn. Gain
0
1�20-160 0 0
U 0
0
SpH
3
2nd Cron.
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
Na-N NH-N
Na
MIN 131 1.38
6.8
88.0
0.8 6.5 86
188
57.0
17.0
0 54
54
45
36
0. I

=ACDA A roriomic,Division -
4300 Reedy Creek Road J : Raleigh, 'NC .27607=6465 .:
919 :733-2655 , ::Grower- . Hudson,.)art
Report No: 21595
P 3
Field Information
Applied
Lime
Recommendations:
Sample No. Last
Crop
Mo
Yr WA
Crop or Year
Lime
N W5 &0
Mg Cu
Zn
B
Mn
See
Note
H 1 G Cotton
1st Crop: Corn, Grain
0
120-160 0 0
0 0
0
SpH
3
2nd Crop,
Test Results
Soil Class HM%
W/V CEC
BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al (1)Mn-Al(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NH-N
Na
MIN 1.02
1.36
6A
91.0
0.6 6.4 103 195
580
17.0
0 11 200
200
57
39
0.1
Field Information;
AppIied
!rime
Recommendations
Sample No. Last
Crop
Mo
Yr T A
Crop or Year
Lime
N R05 90
Mg Cu
Zn
B
Mn
See
Note
1-I11 Cotton
1st Croo: Calton
0
50-7C 0 0.20
0 0
0
1
10
3
2nd Crop.
Test Results
Soil Class HM%
WN CEC
BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al (7) Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
ND-N NH-N
No
MIN 0 27
1.45
2.7
78.0
0.6 6.1 91 84
52,0
11.0
3 10 46
46
36
34
0.0
Field Information
•
lied Lime
Recommendations
rample No. Last
Crop
Mo
Ye
Urop or Year
Lime
N W5 &0
Mg Cu
Zn
B
Mn
See Note
H12 Cotton
1st Croo: Cotton
.3T
50-70 0 0-20
0 0
0
1
10
3
2nd Crop
Test Results
Soil Class HM%
WIV CEC
BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Ai (1) Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
NCB-N NH-N
Na
M I N a27
1.45
2.6
73.0
0.7 5 9 91 76
47.0
10.0
3 9 36
36
35
33
0 0
Field Information
Applied
mime
Recommendations
Sample No. Last
Crop
o
Yr T A
rop or ear
Lime
N 1'z s KO
Mg Cu
Zn
B
Mn
Tee Note
H13
1st Crop: Berm Hay/PaS,C
1.3T
GO-8O 0 0-20
$ 0
0
0
12
2nd Crap: Berm Hay/Pas, V
C
i80-220 0 60-80
$ 0
0
0
12
Test Results
Soil Class HM%
W/V CEC
BS%
Ac pH P-I K-1
Ca%
Mg%
Mn-1 Mn-Al (1)Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
Na-N Nhb-N
Na
MIN 0.33
1.38
4.2
67.0
1.4 5.6 436 72
50.0
9.0
33 29 29 474
474
42
44
0.1
Field Information
Applied
Lime
Recommendations.:
Sample No. Las[
Crop
Mo
Yr T A
Crop or Year
Lime
N R05 &0
g Cu
Zn
B
Mn
See Note
EI14 Cotton
1st Crop: Cotton
3
50-70 0 0
0 0
0
1
SrpH
3
2nd Crop:
Test Results
Soil Class HM%
WN CEC
BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-AI
Cu-;
S-1
SS-1
NO-N Nhb-N
Na
MIN 0.32
1.52
2.9
90.0
0.3 6.6 267 115
5, 5 C
14.0
22 14 54
54
33
35
0.1

'.: NCDA`A gnomic Division
4300:Reed . Creel(Road: `:Ralei h; NC :27607-6465
[phone] :::Grower: _Hu dson,:Jart
Report No: 21595
Pq 4
Field Information
A
lied Lime
Recommirndationsf
Sample No, Last
Crop
Mo
Yr T A
Crop or Year
Lime
N WS ffiO
Mg Cu
Zn
B
Mn
See Note
H15 Cotton
1st Crop: Cotton
0
50-70 0 0
0 J
0
1
$OH
s
2nd Cro
Test Results
Soil Class HM%
WIV CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N®-N NHr-N
Na
MIN 0.36
1.53
3.1
90.0
0.3 6.8 282
131
550
13.0
21 10 54
54
35
41
[i 2
Field Information
Applied
Lime
Recommendations
ample No, Last Crop
Mo
Yr T A
Crop or Year
Lime
N R05 KO
Mg Cu
Zn
B
Mn
See
Note
H16 Cotton
1 St Crop. Cotton
0
50-70 0 10-30
0 0
0
1
Sp"-1
3
2nd Crop.
Test Results
Soil Class HM%
WIV CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
Na4v Nl-G-N
Na
MIN 0.71
1.38
5.2
96.0
0.2 6.7 75
74
69.0
20.0
16 9 81
81
43
34
0.1
Field Information:,
. - :
Applied
Lime
Recommendations
Sample No. Las[
Crop
Mo
Yr T A
Crop or Year
Lime
N Pr s 10
Mg Cu
Zn
B
Mn
See Note
H17 Cotton
1st Crop: Cotton
0
50-70 0 10.30
0 C
C
1
Sp1-i
3
2nd Crab:
Test Results
Soil Class HM%
WN CEC
BS%
Ac pH P-I
K-1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NO-N Nk-N
Na
M IN 0.6
1.38
5.7
91.0
0.5 6.7 66
12
66.0
19.0
19 11 71
71
45
33
0.0
Field Information
Applied
Lime
Recommendations
amp a o. Last
Crop
o
r T
rop or ear
Lime
N R05 ffiO
Mg Ca
Zn
0
Mn
Tee Note
WEI Cotton
1 st Crop: Colton
0
50-70 0 10-30
0 0
0
1
Spl f
3
2nd Cro :
Test Results
Soil Class HM%
WIV CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
Ni2-N NHS-N
Na
MIN 0.56
1.35
5.6
910
0.5 6,6 68
71
660
18.0
23 15 84
ti4
59
34
JJ
Field Information
A
iied'Lime
Recommendations.
Sample No. Last
Crop
Crop or Year
Lime
N W5 ffiO
Mg Cu
Zn
B
Mn
See Note
FI19
1st Crops Berm Hay/Pas,E
2.3T
60-80 100-120 60-80
$ $
0
S.
12
2nd Cro Berm Ha /Pas,M
0
180.220 90.110 140-160
$ $
0
$
12
Test Results
Soil Class HM%
WIV CEC
BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-I Mn-Al(1)Mn-AI(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NHr-N
Na
IK41N 0.51
1.25
4.4
45,0
2.4 4.9 17
33
32.0
9.0
21 22 22 30
30
20
46
C.1

:NCDA Agronomic Division
.4300:Reed .:Creek Road '.Raleigh; NC
27607-6465.
[phone] Grower: l-ludson,.Jart
Report No: 21595
Pg 5
Field Information
A
Iled'Lin1e
Recommendations:`
Samp a No. Last rop
MO
Yr T A
Crop or Year
Lrme
N P205 KO
Mg Cu
Zn
B
Mn
See
Note
H2O Berm Hay/Pas.M
1st Crop. Berm Hay/Pas.M
.61-
180-220 90-110 180-2G0
S $
$
12
2nd Crop_:
Test Results
Soil Class HM% WIV CEC
BS%
Ac pH P-I K-1
Ca%
Mg%
Mn-1 Mn-Al(l)Mn-Al(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NO-N NH-N
Na
MIN 0.22 1.53
1.1
45.0
0.6 5.2 16 19
29.0
10.0
0 9 11
11
17
33
00
Field Information .
Upplied
Lime
:Recommendations
Sample No. last Crop
Mo
Yr T A
Crop or Year
Lime
N WS 1¢0
Mg Cu
Zn
B
Mn
See
Note
21A Small Grains
1st Crap: Cotton
0
50-70 0 10-30
0 0
0
1
SpH
3
2nd Crop:
Test Results
Soil Class HM% WIV CEC
6S%
Ac pH P-1 K-1
Ca%
Mg%
Mrs -I Mn-Al (1)Mn-Al (2) Zn-I
Zn-AI
Cu-1
S-1
SS-1
Na-N NH-N
Iva
MIN 0.22 1,55
2.7
89.0
0.3 6.7 245 75
63.0
120
29 11 87
87
54
32
0.1
Field Information -
4
00110d
Lime
Recommendations
Samp le No. Last rop
AMo
r T A
Crop or Year
Lime
N Pz s KO
Mg Cu
Zn
B
Mn
See Note
21 B Small Grains
1st Crop: Cotton
0
50-70 0 20-40
0 0
0
1
Soti
3
2ntl Crop:
Test Results
Soil Class HM% WN CEC
ON
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-A1 (1) Mn-A1 (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NH-N
Na
WIN 0,27 1.52
2.7
89.0
0.3 6.8 249 66
64.0
12.0
32 17 138
88
55
28
0.1
Fieia lnformation :-;.:.` .;':':`:
Iied i:ime
Recommendations::'_:..'
Sample No, ast Crop
Yr
rop or Year
Lime
N 00.5 W
Mg Cu
Zn
S
Mn
See Note
H22 Cotton
1st Crop: Cotton
0
50-70 0 10-30
0 0
0
1
$pH
3
2ntl Crop:
Test Results
Soil Class HM% WIV CEC
BS%
Ac pH P-1 K-1
CA
Mg%
Mn-1 Mn-Al (1)Mn-Af (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NCB-N Nhb-N
Na
MIN 0.56 1.38
3.9
B2.0
0.7 6.3 163 68
55,0
18.0
31 24 59
59
37
37
0.0
Field Information
PPI1ed
PAMo
Lime
Recommendations .
Sample No. Last Crop
Yr T A
Crop or Year
Lime
N WS 100
g Cu
Zn
B
Mn
See Note
H23 Small Grains
1st Crop: Berm Hay/Pas,E
.7T
60-80 0 110-130
$ 0
0
S
12
2nd Crop: BerGr Fla /Pas,M
0
180-220 0 200-220
S 0
0
S
12
Test Results
Soil Class HM% WIV CEC
BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-AI (7)Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
Na-N Nf*-N
Na
MIN 0.27 1.55
13
38.0
0.8 5.2 116 '13
29.0
8.0
1 10 10 27
27
26
33
On,

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality R E C E f V E D
Non -Discharge Permit Application Form WATER QUAI_IT` SECTION
(THIS FORM 114 Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste 0-"h8 dV1
The following questions have been completed utilizing information on AITM1 M bMft1. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: H&:C Farm
1.2 Print Land Owner's name: Jan Hudson
1.3 Mailing address: 4901 Old Warsaw Road
City, State: Turkey NC
Telephone Number (include area code): 910-533-3020
Zip: 28393
1.4 Counry where facility is located: Sampson
1,5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Take Hwv 24 to Turkey. NC. Turn right on SR1909.
Farm is _ 1.5 miles on
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'sEFoodsElnc
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _82_ (county number); _709 (facility number)_
2.2 Operation Description: Swine operation
Feeder to Finish
7040- Certified Design Capacity
Is the above information correct? yes; F—Ino. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum nuns er ror which the waste management structures were designed.
I�Te of Swine No. of Animals Type of Poultry No. of Animals
0 Wean to Feeder 0 Layer
0 Feeder to Finish 0 Non -Layer
0 Farrow to Wean (= sow) 0 Turkey
0 Farrow to Feeder ( sow)
0 Farrow to Finish (n sow)
Other Type of Livestock on the farm:
Type of Cattle No. of Animals
0 Dairy
0 Beef
No. of animals:
FORNI: AWO-G-E 1/26/98 Page 1 of 4

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 159.7 ; Required Acreage (as listed in the AWIMP): 124
2.4 Are subsurface drains present within 100' of any of the application fields? YES or i�W (please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or (please circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES ..or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? �J U4 . 3
What was the date that this facility's land application areas were sited? Nev
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 (CAW;tiiP)_ If the facility
does not have a CA WHIP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3 2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required MRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 1 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Moriaiity Controi Checklist with the selected method noted.
33.15 Lagoon/storage pond capacity documentation (design, calculations, etc.)
If your CAWMP includes components not shown on this list, such as an irrigation design,
or site evaluation, please include the additional components with your submittal.
FORM: AWO-G-E 1/28198 Page 2 of 4

Facility Number: 82 - 709
Facility Name: H&C Farm
4. APPLICANT'S CERTppIFICATION:
(Land Owner's name listed in question 1.2), attest that
this application for _ VV+- � V�� jrr-,), (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 tome as incomplete. i
Signature
Date / -/ 2- � -
NAGEVS CERTIFICATION: (complete only if different from the band Owner)
'kNA,-, yj Manager's name listed in question 1.6), attest that this
application for c— (facility name listed in question 1.1)
has been revieweTBy me and is accurate and complete to the best 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 wil ^b rued into plea
Signature Date '�7-�7
I 'Tor
THE COMPLETED APPLICATI PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
HOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1/28/98 Page 3 of 4

ANIMAL WASTE UTILIZATION PLAN
JQ
amounts of nitrogen shown in the tables may make th--i an invalid.
The following table is provided as a guide for establishing"application
rates and amounts.
I I
Tract I Field I Soil Type
I 1
11822 I 1 j WaB
11822 1 lA I WaB
I
11822 1 2 1
11822 I -1
11822
--2
WaB
11323
I 1
1
1 NoB
11823
111
I
I WaS
-1
11823 1
-1
2
1 Lm
(Application
RatelApplic. Amount
1 Crop
1 (in/hr)
I
1 (inches)
1 ax
1 0.60
1 *0.96
Co
1 0.50
i WA
I
I
I
SG
I
I
I C
I
1 0. 5 0
1
1�Q�
1 CO
1 0.40
�17,
-
i
I
I
SH
0.60
1 *0.96
I CO
I
i
i I I I
11823 1 3 1 GoA 1 CO 1 0.40 I 'G"
I I I
11823 1 4 1 -. '�� - li WA I 1
Page: 9

ANIMAL WASTE UTILIZATION PLAN
f
I I ! I I
11823 1 5 i GOA I CO I 0-40 I 1- 2-- 5
I I I
11823 1 6 I Mac I BH I 0.50 I-?-—
11823 1 7 I NOB I CO I 0.40
11823 1 8 i I WA I f
1
11823 1 8 I NOB I CO I 0.40 I t5
11823 i -11 f I SG I 1
I I f
11823 1 -4 I NoA 1 C I 0.40
11823 f -5 I i WA I
11823 I -6 f I SG I j
11823 1 --8 I NOB I C I 0.40
7998 1 1 I NoB I CO 1 0.40 f "''
1,o
7998 110 I GOA I Bx I 0.50
Page: 10

ANIMAL WASTE UTILIZATION PLAN
i
7998 12 ( NOE ► co ► 0.40
I I I
7998 ► 4 I Not I co ► 0.4-0
1 I I
799SG
9110 1 I orB I CO I 0.40
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
it is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION A&
App I'
.; ry c
Page: 11

• ANIMAL WASTE UTILIZATION PLAN.#�
• W���AP aIFPON
APR 2 9 tor,
Ire
Producer: JART HUDSON Non-Discharae Permit inq
Location: 4901 OLD WARSAW ROAD
TURKEY NC 28393
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 7040.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant -nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at.less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface i-s --Frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
�. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor oroblems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same_
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7040 hogs x 1.9 tons waste/hogs/year = 13376 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7040 hogs x 2.3 lbs PAN/hogs/year = 16192 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE I: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
-_----
APPLY
RESID.
APPLIC
METH
N
TIME
7998
1
NoB
CO
650
78
0
9.6
748.8
I
APR-AUG
7998
rc)B
650
78
12
lCOI
I
10
]15.4
1201.2
A
7998
Noll
CO
650
0
�,l
I
I
�78
15.3
1413.4
APR-AUG
7998
10
GoA
PH
6.5
0
I
1325
12.4
1780
MIAR-OCT
7998
10
1
0
lSG
�50
12.4
SEP-MAY
9110
1
900
101.6
lOrB
IO
l
�108
�0
110.2
APR
11B22
1
WaB
PH
5.5
0
I
�275
11.9
1522.5
MAR-OCT
11822
1
SG
1
0
li
�so
11.9
195
SEP-MAY
11822
lA
WaB
CO
550
0
I
�66
12.5
1165
APR-AUG
11822
2
WA
1
0
I
1100
13.6
1360
SEP-APR
11822
WaB
0
5
1-2
IC
I
175
193.7-5
13.6
1337.
MAR-JUN
11823
1
CO
650
jNoB
I
178
10
17.4
1577.2
APR-AUG
11823
2
Lin
CO
0
O
9_ 1
0
1
I
(
11823
3
GoA
CO
700.0184
0
5.9
1495.6
Page. 3

ANIMAL WASTE UTILIZATION PLAN
II
i
}
IAPR-AUG
11823
4
1
100
(WA
I
10
I2,
�2160
SEP-APR
11823
I-4
CI
0
21,6
J .jNoA
1110
1137.5
�2970
R- 3JN
11B23
5
GoA
CO
0
20.1
1688.4
1
z
1700.0�84
1APR-AUG
11823
5
1 100 0 20.1 2010
I
IWA
I
j
I
SEP-APR
11823
6
BH
j6.0
0
jMaC
I
I
1300
�5.2
11560
MAR-OCT
1�823
Q
1-6
I
IISG
11
150
�5.2
1260
SEP-MAY
11823
7
Noll
CO
I78
0
1435.2
I
1650
J
118.4
APR-AUG
11823
IR
I1
D
4
400
IWA
I
l
1100
SEP-APR
11 823
0
4
1-8
INOB
IC
1100
1125
f
1-900
M-JUN
11823
CO
650
7B
0
8.8
686.4
Is
INC)B
I
APR-AUG
11823
11
WaB
BH
5.5
275
0
2282.5
I
I
I8.3
MAR-OCT
11823
SG
1
r
150
10-
18.3
1415
SEP--MAY
END
I
TOTAL123285.3
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
Page: 4

ANIMAL WASTE UTILIZATION PLAN
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: S

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be autached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE L CLASS-
CROP
YIELD
LES
COMM N
**
* LES
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i_e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Eermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 6

• ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
• r
CROP CODE
CROP
UNITS
PER UNIT
3H
HYBRID BERMUDAGRASS-HAY
TONS
50
C
CORN
BUSHELS
1.25
CO
COTTON
POUNDS
0.12
SG
SMALL GRAIN OVERSEEDED
AC
50
WA
WINTER ANN-GALS (I.E. Small Grains, etc.)
AC
100
TABLE 1
TABLE 2
TOTAL
**
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
159.7
23285.3
0
0
159.7
23285.3
* BALANCE
-7093.3
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
oad areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 2604.E pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 13024
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 43.4133333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 104.192 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 8

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The fallowing table is provided as a guide for establishing application
rates and amounts.
Tract
I I
l meld l
Soil Type
11622
I 1 I
WaB
11822
I i
l 1A l
WaB
11822
l 2 l
11822
I
I -1
1 8822
I -2 l
WaB
I
11823 I
f
1 I
NoB
11823 111
f
l
WaB
I
11823 I
2 f
Lm
11823
I
3
GOA
11323 1 4
(Application
RatelApplic. Amount
i Crop
f
I (in/hr)
f
i (inches)
f 3i
I 0.60
l *0.96
I
Co
I 0.50
I *1.60
WA
I
I
SG
I
C
I 0.50
l *1.75
Co
f
I 0.40
l *2.15
EH
I
I 0.60
l *0.96
f
I CD
I
I
l CO
I
l 0.40
I *2.15
f
I
WA
I
Page: 9

ANIMAL WASTE UTILIZATION PLAN
11
f 5
I GOA
11823
11823
f
f 5
# MaC
11823
i 7
f
I NOB
11823
I B
I
11823
]-I-
8
I NOB
11823 1 --11
11823
1 --4
1
11823
f --5
f
11823
I -5
11823
f -r8
1
7998
I 1
I
7998 I
10
f
NOA
I
f
I
I NOB
I
f NOB
f
GOA
f
I CO 1 0.40
I
f
I BH
f
I 0.50
I_
CO
I 0.40
I
'WA
I
I
I CO
I
I 0.40
I
SG
f
C
I
0.40
f
I
f
I 0.40
I 0.40
I 0.50
*2.15
I *1.30
{2.35
Page: 10

I i
ANIMAL WASTE UTILIZATION PLAN
7993 2 I NOB 1
I
7993 14 1 NoB 1
I I
co
0.40
co
I 0.40
7998 -10 1 1 SG
I I I-
9110 1 1 I OrB 1 co f
0.40
1 *2.15
*2.15
*
1 *2.15
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREM- TENT
Name o F Farm: L & C :, {_RMS
Owner/Manager Agreement
3 (we) understand and wiI 1 --follow and im- 1:)lament the s'aec -f cations
and the operation and maintenance procedures established in the
a. proved anima wa.s=e ut-il_Zation p! an -for the fcrmm named above .
(we) know that any exQar_sion to the existing design canacity of the
was- trGatme t and st-orage system Q.r construction of-
raci'ities will reauire a new certi-ication to be submitted to the
North Carolina Division Oi Water Quality (NCDWQ)be.-fore the new
animals are stocked- I (we) also understand that there must be no
discharge of animal waste from this system to sur a('e waters of the
state from a storm event less severe than the 25-year, 24-hour
Storm. The approved plan will be filed on -site at the farm of-fice
and .. _ the c-fZ ce the local Soil and Water Conservation District
and will be available for review by NCDWQ upon reruest.
Name of Facility owner: JART HUDSON
(Phase
Signature: Date: _ 17�1
Name of Manager(If diffekre t from owner):
i
t i
Signature: Date: -' - Cy/
Name of Person Prepari Plan: (P?ease PriMt)Wilson Spencer
Affiliation:NRCS Phone No.
Address (Agency): 84 County Complex Pd.
Clinton NC 28328
Ir,
SigTature
Date;
Page: 15

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
------------------------
------------------------
------------------------
------------------------
TELEPHCN£--------------------
LOCATIONv lilrr-Turke,
------------------
SIZE OPERATION �
------------
LOCATION DATA
DISTANCE FROM NEPREST RSSIDENt E NOT OWNED BY
PRODUCER
13 SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO-E---
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES----- NO ----
If no, site must be relocated.
IS SITE WITHIN 1 MILE. ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO ----
If yes, landowner should consult With local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are util?-pies in constriLcticn area? Y=S----- NO -
If yes, see Part 503 of the National Engineering Manual
and fallow policy.
(Copies of maps or other refe{ence materials may be
attached to site evaluation.)
-k—
S-e r Q-w+ a-r k
�ttwy�
C�
age 1
L-0-4
jr
f c, re
-am-
CT r `F-Z
�b n {)
N. C:ryL.n,
s-
�Sc�;�s�� '�

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON --CROPLAND? YES------ NO-`
if yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO ----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF :HE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENCANGERED AND/OR THREATENED SPECIES
HABI'iXT
PRESENT?
YES ----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN f
ADJACENT NATURAL SCENIC AREA?
YES---- NO ----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE
LOCATED IN THEE,
f PLANNED AREA?
YES---- NO-- --
AR*. THERE PRIME, UNIQUE, STATE OR LOCALLY 1MPqyTANT
FARMLANDS IN THE. OPERATING UNIT?
YES----- NO -
WILL THE ACTION RESULT IN SODBUSTING?
YES---- NO ----
If Yes to any of these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER........ '.
........PREDOMINANT WIND DIRECTION? YES---- NO----
........ POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU . FT . UPWARDS TO
3 CU. FT. /LB. OF ANIMAL?
........PRCHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY?
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE?
YES ---- NO
YES---- NO ----
YES - NO ----
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES---e�--'NO----
IE NO, DOES PRODUCER HAVE ACCESS TO
MORE L:-ND? YES----- NO
IF LAND I5 NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES----- NO----
(AttachWaste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE
FOR LAGOON?
YES-- - NO
IS A CLAY
LINER
REQUIRED?
YES----- - NO------
IFYES,
1S CLAY
AVAILABLE ONSITE?
YES--a/-f-- NO------
QUES T IO`. A.BLE.--------�
IS A CORE
TRENCH
REQUIRED?
YES ------ NO- - -
(Attach
sail investigation
sheet to
site evaluation.)
SITE APPROVED YES----- NO------- CONDITIONAL --------°--
COMMENTS
----c�c�✓r---__---------------------------------
---------------------------------------------------------
THIS SITE _INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE- TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION NiAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE -���------------- DATE-��
Page 3
a

8D -r] oq
CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28396
June 24, 1997
Ms. Sue Homewood
N-C_ Department of Environment, Health and
Natural Resources
Water Quality Section
P O Box 29535
Raleigh, NC 27626-0535
Re: Jart Hudson farm registration
Dear Ms. Homewood:
As a follow up to the phone call Mr. Ed Buckhon placed to you from my office on June
20'h. I am enclosing copies of Mr. Hudson's farm plan and correspondence from Mr.
Howard Hobson of our office to you. The earlier letter lays out the situation as best we
understand it.
This farm operates under the name H & C Farm and should be registered, certified, and
permitted under that name.
I hope this information will convect errors made inadvertently and in good faith. If you
have any questions please feel free to contact me.
Sincerely_
on Butler
Real Estate Manager
DBlcs
Enclosures
cc: Jart Hudson
Dexter Edwards
L
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FACIL iL S -SS::;mil; i UNIT

CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
August 12, 1996
Ms Sue Homewood
Water Quality Section
PO 29535
Raleigh, NC 27626-0535
Dear Ms Homewood,
This letter is in regard to the registration/certification of Jart
Hudson, a contract grower for Carroll's Foods, Inc. It has
recently come to my attention that Mr. Hudson is not registered or
certified. I have spoken with him and the folks at the NRCS office.
in Clinton.
As you are probably aware, there was a great deal of confusion and
interpretation during the early stages of .0200 Rules. Based upon
my prior knowledge of the situation plus information from Mr.
Hudson and NRCS, I feel that the following is an accurate account
of what occurred.
October 15, 1993 -
November 8, 1993 -
January 1, 1994 -
January 11, 1994 -
February 10, 1994-
Wetland Determination
Soils investigation and
NRCS
Design prepared
Waste Utilization Plan
Mr. Hudson
Plan approvewd by NRCS
Site Investigation by
Prepared and signed by
Upon completion of construction, NRCS made a final construction
check of the lagoon and reported the system installed in April,
1994.
Mr. Hudson signed the waste utilization plan. and other• documents
and thought he was certified under .0200 Rules. The company
stocking policy was not fully in place at the time and Carroll's
Foods, Mr. Hudson and NRCS assumed that everything was in order.
Carroll's policy was quickly updated to meet .0200 Rules and all
growers must have a completed DFM Certification on file, with
copies Sent to the Division of Water Quality and the local SWCD
office before animals are stocked.

The original plan was certifiable and a recent inspection by the
the company shows the system to be working properly. Mr. Hudson
has revised his waste utilization plan. This plan was prepared by
NRCS on March 25, 1996.
Please advise me or Mr. Hudson of the proper action needed to put
him in compliance with .0200 Rules. I feed that all actions were
taken in good faith but due to newness of the rules and other
factors, the farm was not properly certified prior to stocking.
Any assistance you can give us on this matter will be appreciated.
Sincerly,
6161� -P - 4"72:)
Howard L. Hobson, Resource Conservationist
Carroll's Foods, Inc.
Owner - Mr. Jart Hudson
4901 Old Warsaw Road
Turkey, NC 28393
Phone [phone]
cc: Don Butler
Jart Hudson
Wilson Spencer

1 + .
SORT' Ll+��s a.i I loq 0-
TYPICAL. (RO&66-EaEBCTION OF
LAGOON ODNBTRUC'TION WITH
PARTIAL- CLAY LINER
I LOOT THICK CLAY LINER if
FILL (MINIMUM) F FILL
1 - -� _
AVERAGE GROWN)) .__, ��- �-""� � -—._AVERACE CROM
t FXCAVATE THT.S AREA AND
VAlli;111T,i: BACKFILL WIT!! CLAY VARIARLE SA:4t)Y lE UMIAL
SANDY MATERIAL tau CLAY
NO CLAY - - -T- 7_ `7____.
1 1•0trf i'I[I.(K 1. FOOT THICK
l;I:AY LINER CI,AX LINE.R
EXCAVATE
SANITY CLAY -CLAY SAND'( CLAY -CLAY
ADDITIONAL' EXCAVATION UUF TO LINER:
AVERAGE DEPTH TO CLAY X 1 FOOT THICK X DISTANCE CUBIG FFKr = CUBIC YARCS
27 CUBIC FRET/CIBIC YARDS
MOTE: WHEN AREAS OF UNSUITABLE MTERIAL ARE ENCO*TIE RED, THEY WILL NEED TO BE EXCAVATF0 A MINIMUM OF ONE (1)
FOOT BELOW GRADE;., BACKF ILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, Cl., CII) .

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'USDA -SOIL CONSERVATION SERVgCE
303-D EAST ROWAN ROAD
ILINTON, NORTH CAROLINA 2S328
PHONE [phone]
UNITED STATES
DEPARTMENT OF
AGRICULTURE
------------------------------------------------------------------------------
Hudson Farms
Rt 1 Box 216 _
Turkey, NC 28393
Dear Mr. Hudson:
Please find attached Form jSCS-CPA-026 for the tracts you reported to ASCS whe
you completed a Highly Erodible Land and Wetland Conservation Certification.
Wetland determination may be incomplete in wooded areas and unnumiered fieldc
Before clearing, draining or altering these areas for any use, contact ASCS an
complete a new Form AD-1`.026. Failure to do so could result in loss c
eligibility for USDA benefits for all the land you farm.. Each field has
symbol on it which represents its clas0fication. The following symbols appl
to your farm:
Wetlands --clearing, draining or altering these areas to mare possible
the planting of a commodity crop will result in wetland conversion
which would make you ineligible for most USDA programs.
Jet - Inclusions --these soils are predominantly non-hydric' but may have
inclusions of hydric soils. if you plan to clear in these areas
please call the SCS office at 592-7963 to request a field
determination. It may be necessary for you to provide cleared_right-
cf-ways in order to flag wet. areas.
PC - Prior Converted Wetlands --can be cropped and are not affected
by the wetland conservation provisions as long as the field is
not abandoned (not cropped for 5 successive years).
CW - Converted Wetlands --areas of hydric soils that do not have a
cropping history between 1981-1985 and/or were converted since
December 23, 1985. Growing annually planted crops on this land
will result in a loss of USDA program benefits. If this land was
cropped between 1981-1985, you must establish a crop history
with ASCS to remain eligible for USDA program benefits.
CWNA - Converted Wetland--Non-Agricultural Use -Wetlands converted after
Nov. 28, 1990 for non --agricultural purposes. These tra=ts will he
reviewed annually and will lose their exemption: if the non-
agricultural activity fails or land becomes idle.
NW - Not Wetland --areas that do not contaim wetland.
N - Not Wetland --or-- Highly Erodible
We have made every effort to make this determination as fair as possible, bu
if you feel the determination is incorrect, you have the right to appeal. Th
appeal must be in writing and must state the reascns why you believe you
fields have been incorrectly determined. The appeal must be made within 1
nays of receipt of this determination.
Sincerely,
Howard L. Hc^gon
District Conservationist
Attachments
cc: ASCS

U.S.D.A. 1 SCS-CPA-026
Soil C,ronservp*+on Serv?ce - .,., r- hL) Our"? 911
.
56S 7
HIGHLY ERODIBLE LAND AND WETLAND
1. Sa a and Aoaress of Perscr.
1
A4ascrJ -d
,+ oX A-
�r. / ��
2. bate of Request
/o
a. County
CONSERVATION DETERMINATION�-
4. Name of US -•A Agency or Person aequest;ng Determination �' S. Farm No. and Teact No
SECTION I • HIGHLY ERODIBLE LAND
i FIELD kO.lsi I TOTAL ACRES
6. Is sail surve- :w a. ao!e 1'+r maim, a nigh!v Marble ;anw Ie'ernma:!on7 Iles No J
7. Are there hscnly eroo:ble soil map units on this farm? Yes C No Yi,�
8. List highly et odibie f-e,cs that. according to ASCS records, were used to produce an agricultural commodity in any
crop year dur.ng 198 - ; 985.
9. List highly er:*!.)ie ' , ds that have oeen or will be canverleC 'or the prociumon of agn-_Uttural commodities and,
according to ASCS rt_ords, were no! used fir this purpose in any crop year durny 1981.1965: and were not
enrolled in a JSDA se' -aside or diversion program.
10. This Hiohly Erodible ',and determination was Completed m the: Office Field Ej
La3�i �Ti77ITl�yt7�{!i�l
FIELD NO.tsi
T TOTAL ACRES
11. Are there h-,Cric so=s on this tarn ? Yes es Nc n'_r
12- Wetlands (W). rnc+4ding abandoned wetlands. cc FarmeC Wet'anCS (FW) or Farmed Wetlands Pasture fFNP;.
Wetlands r, ay be 12rmed under natural conditions. Farmed Wedands and Farmed Wetlands Pasture may be
-
famted and ma+ntai,,ed in the same manner as they were pnor 10 December 23, 1985, as long as they are not
abandoned
13. Prior Corafned Cropland (PC). Wellanos that were converted prior to December 23, t 985. The use, management,
drainage; and anera:ron of prior convened cropland (PC) are not subpa to the wetland conservation provisions unkssl
the area My arts to wetland as a result of abandonment.
-
- -
14, Artificial Wellanos (AM. Artificial: wetlands includes irrigation -induced wedands These wetlands are not subject
I
to the wetiav conservabon provisions.
15. hfirimW Effect Wetlands (MM, These wetlands are to be farmed according to the minima) -effect agreement signed
a1 the lima Cie mi6r:a4-etfect determination was made.
16. Mitigation Y;evarlcs SMIW). Wetlands on which a person is acuvely mitigating a frequently cropped area or a wetlano
convected bntween December 23. 1985 and November 28,19K.-
17. Restoration rnth Violation (RVW-year). A restored wetland that was in violation as a resuh of conversion alter
November 2 3.1990. cr the pianting of an agricultural camrnod€ty or fora" GLp.
18. Restoration yyithou' violation (RSW). A restored we.€and convened between December 23. 1985 and
November 2e, 10-90. -an which an agricultural cornmoaq has not beer. planted.
19. Reptacemo :t Wetlands (RPW). Wetlands which are converted for purposes crier than to increase produdtsor..
where the wrla^.d values are being replaced a, a second site.
20. Good Fanh Wetlanc; 'GFWyear). Wedands on which ASCS has oelermineo a viotation to be in good fart'. and the
wetland ha° beer. restored.
21. Converted We".ands (CM. Wettancs converted after December 23, 1985 and prior to November 28, 1990. In any
year that ar agricultural commodity is oiar:ted cn_these Convertea Wetlands, you wit! be ineligible for USDA bene`ts
_
22. Convened 1Vetland ,Chi -year). 'Netlands convened after November 28, 199C. You will De inelig:ble for JSDA
program be-efits until Mrs wetland ;s restored.
23. Converted 1Yettanc Ndn-Agricultutal use (CWNA), Wenard$ that are CohverteC for frees, fish productran, sntvos.
cranberries, vineyards or building and road construction. (I
24. Converted Wetlanc Tecbmcal Error (CW i E;. Wetlands ma! were converted as a result of incorrect determination
* 5CS
25. The planned a'tervon measures or wetlands in fields are c onsicered maintenance and are in t:omp6ancc
with FSA.
26. The Marine(! atrera'+on measures on weliancIS in fields are not Considered to be mamtenance and n
installed wil cause :rte area to become a Converted Wettanc 1CWi. See slem 22 for inforrnalion on CW.year
27. The weiflanc Cetefr-:nation was tom"red in the office ic.,- field r7 and was oeiiveredQ marled the person on d 2O _
28. Remarks. r, r{ .
n4 CAA oYiS-
29. 1 rrrrifi. char -he ahc•r Jrrrrnernarron rs ,.v; err anJauryuau;e,r kw in Jrrrrrr;rn,ng 30. Siur of CS Dist servabomst
rlrjtrhflirj jor 'Si)A pr„erarn hrnrJrfs. and char rrrl;rnd h+drrnl,rg+ h%drti surfs. and
hrdrephynr v..-;rraren.r, under narnral i rrr,rnrsrun<rc ruse on all arrut arlllmed us
µ'rllowf F mein (i4. +1 rn.l+ and Farmrd;4 rrlan<lr Pa uteri
AsarslarKm era priwoma Of fire SoN Canservarror, Servws AwMa ie wtehour rprd m TOM /sNpbn, cowl, jer, IQe, or rrenbfCap.
SCS Cony
31.. ��D//ate ,,{{�I -
- /7-3

nIUML r tr~vutt Lr. LAMU UUNSk:MVA f IUN (MILL:) ANU WETLAND
CONSERVATION (WC) CERTIFICATiON
1.
Name of Producer
2. Identification Number
3. Crop Year
YtES
MO
4.
Do the attached .AD-1026A(s) list all your farming interests by county, and Show current
SCS determinations! If "No". contact your Counry ASCS Once before compietin� rhis form.
5.
Are you now appiying for, or do '.ou have a FmH.A insured or guaranteed loan?
I J
6,
Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7,
Are you a landlord on any farm listed on AD-1026A that will not be in conlpliance with
HELC and WC provisions?
8.
Has a HELC exemption been approved on any farms listed on AD_-1026A because the
landlord refuses to comply? -
9.
List here or attach a list of affihatect persons with fanning interests. See reverse for an
explanation. Enter ",tione", if applicable.
If items i or 8 are answered "YES", circle ine applicable tarn-, number on AD-1026A.
During either the crop year entered In item 3 above, or the term of a requested USDA loan:
10. Will you plant or produce an agricultura9 commodity on land for which a highly erodible
YES
Mc
land determination has not been made?
I1. Will you plant or produce an agricultural commodity on any land that is or was a wet area
- on which planting was made possible by draining, dredging, filling, or leveling or any other
means after December 23, 1985?
J
12. Will you, or have you since ?November 28, 1990, made possible the planting of any crop,
pasture, agricultural commodity, or other such crop by: (a) convening any wet areas by
draining, dredging, fili�,g, leveling, or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?
13. Will ycu convert any we., areas for fish production, trees, vineyards, shn:bs, building
construction, or other non-agricultural use?
S
If answers t� items "YES" for any one of these items, sign and date in item 14 beiow. Cirde the applicable tract
number on AD-1026A, or list tract number in item 12 on AD-1025A. ASCS will refer this AD-11M
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO" for all of mesa items or SCS determinsticn5 are complete, complete item 16.
I hereby coRlly that the above Information, and the Information an attached AD.1026A's, Is Ira► and coned to tW bW of my
14. Signature of kna ledge a bwiev y D
Producer 1 /`ciiL =�-- 16 ,__ • r
d uD s Rero rye 5grayrs 01 A5r.S 9ftV%VA
15. Referral To SCS En+,Er a ti it a SCS deter r:nauee on is ndese _
l
(Campletsd by ASCS) Yes' is answered in item 10. ,1, 12. or 13. /!,. / : -
nv i t: iseTore signing to item i o, mean AU-IUZb Appenalit. I
I hereby certify that the above intomwflon, and the Infamuflon an atlachod AD-102 A's, la uve and etM IMC to the bust Of ery
knowledge and belief. It is my rasponslbilrty to file a now AD-1026 In this event them an any doges in my tmjkv
- opereflon(s). In signing tY.is form. I also aorttfy that I have rvmlvad and will comply with the compliance n Mhrnrnfs on
.1D-1026 Appendix.
Ib. Signature of
Produow OP- - In__
scs COPY

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SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED "D SITE
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OF PROPOSED POND SHOWING WHERE BORINGS %1= MADE IAVprQ&mm-w1"-
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Animal Waste Management Plan Certif cation
'Please type or print all information that does not reouire a signature
GeneralInformation: �n
Name of Farm:_ /4 V- c r—a P- m _ Facility No:
Owner(s) Name: Q.-T in re/ Phone No: ,�0'S33 3a10
Mailing Address: 01 j9 Id U/Q rsa w e rX n%L S3 3
Farm Location: County Farm is located in: -5- .s �✓
Latitude and Lonitde: � Integrator, �r r a 1-sg
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): _ _u T
Operation Description:
Type of Swine No. of Animals
:i Wean to Feeder
weeder to Finish .-7a %o
0 Farrow to Wean
J Farrow to Feeder.
D Farrow to Finish
Gilts
.J Boars
Type ofPoultry No. of Animals
Laver
U Pullets
Other Type of Livestock:
Type of Cattle
0 Dairy
J Bgef
No. of Animals
Number of Animals:
Acreage Available for Application: IS— /. -7 Required Acreage: I.Z f/
Number of Lagoons I Storage Ponds: 1 Total Capacity: l *D 7.?Ga Cubic Feet (0)
Are subsurface drains present on the farm: © or NO (please circle one)
If ITS: are subsurface drains present in the area of the LAGOON o SPRAY FEEL lease circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and w-M be updated upon changing.
and maintenance procedures established in the approved animal waste management plan for 1(��
implement these procedures. I (we) know that any expansion to the existing design capa
storage system or construction of new facilities will require a new certification to be (1f�
Enviroamenml Management before the new animals are stocked. I (we) understand that
animal waste from the storage or application system to surface waters of the state eithe
conveyance or from a storm event less severe than the 25-year, 24-hour storm and ther.
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service, The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
plan is changed) within 60 days of a title uansfer.
"Name of i:ah-d 0*ner :_ r1 Qr
Name of Al ager(if different from owner):
Date:
W,sT� l:A�r}'C` - �,ugust 1, 1997
Ent.

D). Application and Handling E ui meet
Check the appropriate box
zxi i e lity wi w i (W-UP or 1) `
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
❑ N w e r e i il' without e3j'new lit n Nui=fnt LQr 512mv irrigation, (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
wexpanded. without existing waste applicationnt for land Wreading not usin
sl2ftyinigation,(WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). Name of Technical Specialist -(Please Print): �6-e r T E ty ar 1 i
Affiliation„ -_NC 1�19 AGrom ar�ie_ ✓- Date Work Completed: A� AQti97
Address {Age y D $O /1/L oZ .fI7 LPhone No.: MO s' z3 _2 95Jg
Signature: Date: 164�g7
E) Odor Control. Insect Control. Mortality Management and Emeraencv Action Plan (SD,
S1. XWP. RC or P
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect[
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):ff_2�tT
Affiliation 6L&IM - air;h out,ir _D,y � Date Work Completed: A AlLz 97
Address (A geAcy) 0 Ogg 1?Q I _ 1�� `- .SIN, Nc_- R411- Phone No.:'/J g S-23 2.94
Signature:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farrns that begin construction after June
21, 1996. 1f the facility was built before June 21, 1996, when was it constructed or last
expanded
I (we) certify that I (we) have attempted to contact by certified trail all adjoining property owners and all property owners
who own property located across a public road, street, or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- August 1, 1997 3

C) Runoff Controls from Exterior Lots (RC)
Facilitv with exterior 1-Ls
Methods to minimize the run off of pollutants from lounging and beavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no cerlifzcation is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) AARplication and Handling Equipment Installation (MIR or I)
Check theropriaze block-
Lld
Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
D� Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third parry application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
D Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by (mouth/day/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping sysiem contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print). 1) E dw4,-cif _
Affiliation L avt t, dai <_ v. Date Work Completed: I le-9
Address (Age y) d Aa 5-74N 1— Phone No.: 94 .-23 2_94{
Signature: Date:_/4 44-t--42
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to subunit this verification is a violation of the waste manaQernent plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature:
Date:
E) Odor Control. Insect Control and Mortalitv Manaeement (SD. SI. IN'UP. RC or
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has -also been installed and is operational.
Name of Technical Specialist (Please Print):_ ffoh-1, D 5cic-,,QYa.
Affiliation AIC DA Anl3n d'kW Date Work Completed: 16 AAL-97
Address (Ag cy): D r✓L _n- Phone No.: ` 19
Signature-, Date: 16 4
AWC -- August], 1"7 5

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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 + temporary storage) may vary due to sail 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 strongly 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 bs
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 52.8 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 50.7 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 332408 cubic feet or 2486411 gallons. As stated before, this
volume will vary considerably from year to.year.

:t
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended 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. _
;i
5. Repair any eroded areas or areas damaged by rodents and
establish in 'vegetation.
i
7. All su face runoff is to be diverted from the lagoon to stable
outlets.
i
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 (2-3"). 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 5" 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
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
240 LBS. FESCUE GRASS S 60 LBS./ACRE i
(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)
160 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8 TONS OF DOLOMITIC -LIME (2 TONS/ACRE)
-400 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.

WASTE UTILIZATION PLAN PAGE 7
Plans and Specifications
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per.day by the Division
df Environmental Management for every day the discharge continues_
2. The Field Office must have documentation in the design folder that
the producer either owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of waste, he shall provide MRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility
to secure an update of the Waste Utilization Plan when there'is
a change in the operation, increase in the number of animals, _
method of utilization, or available lard.
3. Animal waste shall be applied -to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type-,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients.
4. Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tonY per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips and Standard 390
Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when 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 and Climate in North Carolina" in
the KRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or
to surface waters and in a method which does not cause drift
from the site during application." No ponding should occur
in order to control conditions conducive to odor or flies
and to provide uniformity of application.
B. 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 no more than 20 to 25 percent of the leaf
area is covered.

WASTE'UTILIZATION PLAN
.10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soilsi with a high potential for
leaching. waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a
crop on bare soil. -
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance 1may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other
property and public right -of ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands -by discharge or by over -spraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed waterways that discharge into water
courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
15. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
17. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
shall be provided for these areas and shall be fenced, as
necessary, to protect the vegetation. Vegetation such as
- trees, shrubs, and other woody species, etc. are limited to
areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
19. If animal production at the facility'is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
20. 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.
PAGE 8

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1" 55

LAGOON DESIGN CHECK LIST
. Copy of 026 and supporting maps included if clearing involved.
(including access roads and waste application system sites)
7 2. Dam Safety Exclusion
a. Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
3. Storage Volumes
--a. designed volume exceeds needs
b. all temporary storage is designed above the seasonable high
water table.
ic. minimum of 6 feet treatment volume depth available
.-d. no sludge storage statement included if landowner so requests
operation & Maintenance Plan (sheet included)
a. begin and end pump -out elevations shown
5. LoCa.tion Sketth (included)
f - =� �'f ��°'� a. distance and direction to nearest residence shown
�•=✓f��-,,. -mob. road numbers shown
c . north arrow shown
6. hazard Classification Sheet (NC-ENG-34 included)
__- a. distance to nearest stream in event of dike failure shown
b. distance to nearest public road in event of failure shown
C. topo map of area to support a & b above included
7. Waste Utilization Plan (included)
--a. all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc.) crops shown
✓b. signatures of producer & person preparing plan
C. pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
-d. legible ASCS maps of effluent disposal fields included
tee. legible soil survey sheets showing all effluent disposal
fields included
--f. suitability of soils for crops planned assured
g. attachment "B" on sampling procedure included
8. Soil Investigation Sheet (SCS-ENG-538 included)
tea. minimum of three borings on Class IV & V lagoons
-'b. borings 2.0' below designed bottom of lagoon
-c. location & elevation of borings in relation to grid survey
;, !•�,t-�,�"'"'d. seasonal high water table at highest elevation
_IHO 5 :L%.s �- "�',ta. borrow area location shown

9 Seeding specifications included (lagoon dike and other exposed
areas around buildings)
lo. construction Specifications (sheet included)
�. need for cut-off trench addressed
.�. need for sealing or lining with impervious material addressed
and- anticipated locations of such areas identified
mac. protection of liner during initial filling and near flush
pipes addressed
11. Grid Sheet (original or ledgable copy)
tea. gridded area large enough to include embankment slopes and
surface water diversions
b. location & dimensions of lagoon & buildings shown ( lagoon
A." !"iinside top measurements shown and lagoon corners identified
r�o6 o�r.uf„tis by grid stations)
.-csurface water removal (pipes, outlets, etc) shown
--dsoil borings location shown
L__e. TBM location & elevation shown
f. existing utilities located -(if applicable)
12. Typical cross-section included
tea. dike elevation & top width shown
✓ b. lagoon bottom elevation shown
mac. side slopes shown
r d. effluent outlet pipe invert elevation shown
--e. building pads - elevation & grade shown
f. cut-off trench shown - if required
.ig. liner shown - if required
13. Volume Computations
b. dikefilltJr� e/�L c�GO �y sGS
c. pad fill
14. Summary Sheet
a. design requirements
b. excavation volume
C. fill volumes
d. cut -fill ratio -
e. job class
15. Location of subsurface drainage (if present)
16. Presence of utilities addressed
✓17. observation of cultural resources statement included
? 18. Operation is outside of jurisdictional limits of municipalities
✓ t9 Our of /sue Yooc Az v /CV-4

S. Department of Agriculture NC-LNG-34
it Conservation Service Septenbe- 1980
File Coae.- 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
ndowner —7-d4- /—Z'& ,, County
mnunity or Group No. Conservation Plan No.
r-btimated Depth of Water to Top of Dam z/ R. length of Flood Pool
Date of Field Hazard Investigation " Iz B. 3
Ft.
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev.:Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
t. Ft. Ft. Ft.�
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAHACE PUBLIC TRANSPORTATION. Al F-AeE''Yr QcAD X-iHr. 15
in N S R, 19 10 /0 Apstoy, -2 son � w aFt- 5
Hazard Classification of Dam (a, b, c) (see NEMi-Part 520.21)_ Q
Dam Classification (I, II, 111, IV, V)- --z:-
By
name
title
.7. C .
Concurred $y�
name (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date_ Z/ zZ!E:
Date Icy q

peratar:JART HUDSON County; SAMPSON Date: 01/11/94
Distance to nearest residence (other than owner): 1200.0 feet-
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x
1417
lbs.
- 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
- 0
lbs
7040
head
(finishing only)
x
135
lbs. --
950400
lbs
0
sows
(farrow to wean)
x
433
lbs.
- 0
lbs
0
head
(wean to feeder)
x
30
lbs.
- 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 950400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 950400 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 950400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
volume = 0.0 cubic feet A-r elv49F¢5
4. TOTAL DESIGN VOLUME
Inside top length 600.0 feet ; Inside top width 285.0 feet
Top of dike at elevation 54.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 53.5 feet
Bottom of lagoon elevation 43.5 feet
Seasonal high water table elevation-4--3:1 feet
7- r-
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 594.0 279.0 .10.00
AREA OF TOP
LENGTH * WIDTH
594.0 279.0
AREA OF BOTTOM
LENGTH * WIDTH =
534.0 219.0
165726 (AREA OF TOP)
116946 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
564.0 249.0 561744 (AREA OF MIDSECTION * 4)
CU. FT. _ AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM[) * DEPTH/6
165726.0 561744.0 116946.0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1407360 CU. FT.

b
O
y
m
05OD'
. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 99750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
232658
cubic
feet
5B.
0
cubic
feet
5C.
99750
cubic
feet
5D.
99750
cubic
feet
TOTAL 432158 cubic feet
6. SUMMARY
Total required volume 1382558 cubic feet
Total design volume avail. 1407360 cubic feet
Min. req. treatment volume plus sludge accumulation 950400 cubic f.
At elev. 50.7 feet ; Volume is 962084 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1307610 cubic feet
At elev. 52.8 feet ; Volume is 1292631 cubic feet (start pumping
Seasonal high water table elevation -43.1 feet
7. DESIGNED BY.- APPROVED B :
DATE: ( _ } _ c13 DATE.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS : = JILT¢ � ,G�'� }%� ' � 1.[ 4 4- f�y,1 C ,F% 7-
._���� ��/ ,r��Q �' �[:F.. .• ,-= Fit! �,E'/G�'T lam- fS ��ra� G,�v�s�,C

5- TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
600.0 285.0 171000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 171000.0 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 = 950400 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 232658 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 recirculat,
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
180 days excess rainfall — 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 99750.0 cubic feet

Surfaces:
Proposed
Existing
Cut:
Fill:
Tight Volumes
32075.74
26729.44
Difference: 5346.30
All volumes are in cubic yards.
Expansion (%) Expanded Volumes
0.00 32075.74
20.00 32075.33
Net. Export: 0.41
Grid cell size: 6.01 by 6.02
original. scale: 100.00ft/in
Project: JART HUDSON
Drawing: 8 880 's
Humber:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

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EMERGENCY ACTION PLT'
PHONE NUMBERS
DWQ- (, t i c0 933 - 00S3 Nnn-Discharge Perrnit6nq
EMERGENCY MANAGEMENT SYSTEM(91o) f)ga-B9g(0
SWCD (910) 5ga. `)%3
NRCS (916)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface 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.
] . 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 sparators-action include:
a. Stop recycle pump
b. Stop irrigation pump
c. Make sure no siphon occurs
d. Stop all flows in the house, flush systems, or solid separators
e, Repair all leaks prior to restarting pumps

E_ Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks -possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b_ If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
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 number(�icl )')33- 3OS3 . 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 under taken, and the seriousness of the situation.
b_ If spill leaves property or enters surface waters, call local EMS Phone
Number(gio) 54a � gib
c_ Instruct EMS to contact local Health Department.
d. Contact CES, phone number (i',.:")SgD- b94i., , local SWCD office phone
number(cbo)51iD_79la3 , and local NRCS office for advice/technical assistance
phone numbet(q 1 o) 5cj a _99(a3 _
4. If none of the above works, call 911 or the Sheriff's 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: Cayro 1 % 5. V; od S ,Sine _
b. Contractors Address: Wriyx�� l lC
c. Contractors Phone: (9'0) S" D - 01t4 f

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

Sonrce
Swine Farm Waste Management Odor Control Checklist
Cause
BMPs to Minimize Odor
• t
c Practices
Farmstead
o 5witte. production
Ci
Vegetative or wooded buffers;
11
Recommended best management practices;
1K
Good judgment and common sense
Animal body surfaces
e btrty manure -covered animals
Gr
Dry floors
Floor surfaces
a Wet manure -covered floors
Slotted floors;
fK
Waterers located over slotted floors;
:
❑
Feeders at high end of solid floors;
0
Scrape manure buildup from. floors;
©
Underfloor ventilation for drying
Manure collection pits
o Urine;
er
Frequent mantire removal by flush, pit recharge,
o Partial microbial deco rnposit ion
or scrape;
CI
Underfloor ventilation
Ventilations exhaust fans
o Volatile gases;
IX
Fan maintenance;
Dust
f;t'
Efficient air movement
indoor surfaces
Q Dust
Waslidown between groups of animals;
C1
Feed additives;
fa
Feeder covers;
Ell
Feed delivery downspout extenders to feeder
covers
Flush tanks
o Agitation of recycled lagoon
0
Flitsh tank covers;
liquid while tanks arc filling
0
Extend rill lines to near bottom of tanks with
anti-siplion vents
1"111sh alleys
a Agitation ebbing wastcwalL'r
Cl
t Endcrfloor Nish wil11 miderfloor ventilation
conveyance
Pit recharge paints • Agitation of recycled lagoon Extend recharge liners to near l}otintn of Pils
HQUid while pits ;ire filling with anti -siphon vents
Lift si;itions Agitation daring shop tank r] Sump tank covers
filling and drawdown
Outside drain collection e Agitation during wastewater ❑ flax covers
or yttnctioll boxes conveyance
AMOC - November H. 1996, Page 3

Source Cause BM['s to Minimize Odor Site Specific Practices
End of drainplpes at • Agitation durbig. wastewater © Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces a Volatile gas emissions; F�r Proper lagoon liquid capacity;
o Biological rrlixiag; 2( Carrcct lagoon startup procedures;
n Agitation Gr Minimum surface area -to -volume ratio;
Cl Minirnun► agitation Nvlicii.I)uulpitig;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • I•ligh pressure agitatiUll', 9 Irrigate on dry clays %vitll little or no wind;
nozzles o Wind drill
[2( Minimum reeattttltettdcd operating pressure;
Pump intake Clear lagooli liquid surface;
Ci Pump from second -stage lagoon
Storage tank or basiti Partial microbial decompositiot; Cl Bottom or midlevel loading;
surface Mixing while filling; 0 'yank covers;
• Agitation w}fell emptying ❑ Basiil surface 111315 of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation when emptying 0 Remove settled solids rCgulady
Manure, slurry or sludge o Agitation when spreading; ❑ Soil injection oI'slurrylsludges;
spreader outlets • Volatile gas emissions I] Wash residual 111anure from spreader afler Ilse;
0 Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions Nvltile ❑ Soil injection of'slurrylsludges
slurry or sludge on field drying p Soil incorporation within'18 firs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
Cl , t'rovea biological additives or oxidants
Dead animals • Carcass decomposition C1 I raper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complcie covering of carcasses in burial pits;
pits Cl Proper locationlconsiruction ul-disposalpits
flicinerators • incomplete combustion ❑ Secondary slack burners
ANIOC - November 11, 1996, Page 4

Soul -cc Came BMI's to minimize Ucior Site Specific Practices
Standing water arouimd • Improper drainage; GK Grade and faildscape such that tvawr drains
facilirics Microbial decomposition of away from facifities
organic matter
Manuic Lrackud onto • Poorly maintained access roads l'mm access road maiammucc
public rows firoat Caro►
�ICCCSS
Addiliunal li formation :
Swine Manure ManagCOMIL ; 02OU Rule111NIP Packet
S%Viile Production l-arill PotCiltial Odor SUUCCCS and t\Ctnedies ; EBAE Fact S11CCI
Swine Production Facitity Manure Management: Pit Reclfarp - Lagoon Treatment ; EBAE 128-89
Swine Production Facility Matiure Management: Underfloor blush - Lagoon Treatment , EBAE 129-89
Lagoon Design wid Maiiagentcnt for Livestock Maiture'rmatment and Storage ; EBAE 1U3-83
Calibration of Manure aid Wastewater Application Equipment ; E-BAE-1-ac:t S11cci
Controlling Odors from Swine Buildings ; l'lld-33
L•nviromnentat Assurance Prograin ; NP11C Manual
Options for tvlamagiiig Odor ; a report From the Swine Odor Task: ForceNuismice Concerns inAnimal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings
Avaiftibic From :
IICSU, County Extension Center
NCSU - BAE
NCSU - l3AE
NCSU - UAL
NCSU - BAE
NCSU - UAL
NCSU - Swint: Extension
NC l'ut k t'roducers Assoc
NCSU Agri Communications
Nurida Cooperative Extension
ANIOC - November 11, 1996, rage 5

f
Insect Control Checklist -for Animal Operations
Source Cause BMI's to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids Flush system is designed and operated
sufficiently to reume accumulated solids from
glittl:rs as designed.
t( Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids Maintain lagootis, settling basins and pits where
pest breeding is apparent to minimize the
cnlstilig of solids to a depth of no more than G -
8 incites over mare Hiatt 30% of surface.
Excessive Vegetative • Decaying vegulatiorl Maintain vegetative control along banks of
Growth lagoons and other impoundments to jimveiii
accumulation of -decaying vegetative matter
clang Nvalcr's edge on impoundment's perimeter.
Dry Sys(elus
Feeders + Fced Spillage Q Design, operate and maintain feed systems
hunkers and troughs) to minimize the
accumulation of decaying wastage.
❑ Clean tip spillage on it routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage + Accumulations or feed residucs © Iteduce moisture accumulation within and
around inimcdiate perimeter of feed storage
areas by insuring drai+iage away front site
andlor providing adequate containment (e.g.,
covered bin for brewer's gmiti acid similar high
moisture grain products).
❑ dnspccl for and remove or break up accumulated
solids in filler strips around feed storage as
needed.
AMIC - November 11, 1996, rage I

Source Cause BlIvIt's lu Control Insecls- Site Specific 111-aeticcs
Animal Holding Areas • Accumulations of animal %vastes ❑ Elitahi a law areas Thal trap moisture al❑ng
and leer wastage fences and Utllcr lucatiuns where waste
accumulates and disturbatrcc by animals is
11IIlYYnIIII,
❑ Maintain fence rows and filler strips aruuud
allhnal holdhig arras to Ininimizu
accumuladous urwaslrs (i.e., inspect fur and
remove or bteak up accumulated solids as
needed),
Dry Mauure 11luldlulg • Accumulations ul wlilllai waSlCs Cl Mmove spillige on a routlnC basis (C.g;., 7 - 10
Systems day interval durulg summer; I5-30 dory hitcrval
during; winter) where Iuallure is loaded fur laud
application or disposal.
❑ Provide fur adequate drainage around immum
stockpiles.
❑ 1llspect fur and remove or Break up accutuulatcd
Nvasies in Inter strips aroultd stockpiles and
Iuallttre harnllinb areas as 11CULIed.
1'Ul' IIIUI'C nIfUrma6011 contact the Cooperative Extension 5CI'ViCe, Department of Untunlulugy, 13ox 7613, Nur111 Carolina State university,
Raleigh, NC, 27695-7617.
AMIC - November 11, 199fr, 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
know
ledge 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. I06-168.7
Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
j� approved by the Department of Agriculture `
�V Any method which in the professional opinion of the State Veterina
rian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinari
an must be
attached)
December IS, 1996

'
The raccoon, whose nearest relative is the
(,<
bear, is found only in North America. It is
quite common. The raccoon is noted for the
�1
-
black mask across the face and the black
�
rings around the tail. The rest of the fur is��
a gray -brown,
The raccoon usually nests in a hollow tree,
r
preferably near water. Raccoons eat a wide
` variety of foods, both plant and animal. They
4
feed on grain, fruits, insects, crayfish, frogs
and birds. The raccoon does not actually
wash its foods, as many people believe.
However, they often play with their food in
water if there is water nearby.
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