820701_CORRESPONDENCE_20171231

NUH I H LAHULINA
Department of Environmental Qual

7!�
70/
State of North Carolina
Department of Environment, Health and Natural Resources
f"V
Division of Water Quality
RECENFL= LD
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
I J U N 1 0 1997
General Permit - Liquid Animal Waste OperAti nsqj- P-
REG. OFfICE
This application is for new or expanding faciliti ' es only. The desii portion of the
Animal Waste Management Plan (AWMP) certification form, Part 11,.znust be included',
with this application prior to the application being accepted as, complete. ,`
Application Date:
I. REQUIRED nTMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each,
item-
ARpli=ts Inifials
1. One completed and signed original and two copies of the application for Ciencral Pemlit -
Animal waste Operations;
2.
Three copies of a general location map indicating the location of the animal waste facilities aid -
field locations whereanimal waste is disposed,
3.
Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,' 7_1
0".
including, Pan H (Cutification of Design Items A-F). If the facility does not have Part 11 of the
i
AWMP completed, it mast be completed prior to submittal of a general permit appliition for,"
L
animal waste operations-
&V
.1 Of
4
Tim copies of the Anima]Waste X4nnaa*r""1PTcrn (AWMP) used for facility design
0. e.:,-
VAR tl
- Ot
GENERAL INFORMATION:
"T'
Farm's
named
Barg LEONARb
2. Print Land Owner's naime, 8" Leawikvti
3. Mailing address: 196J- OLD SALEMdot try 9-9
City: o state: f-J C_ 7 ip: 2 9 U72-
Telephone Number. ( 2io 5Z S - 5720
4. County where farm is located: 19AMPS014
5. Farm Location (Directions from nearest major highway- Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): 1.5 PAILF-$ Naxrj4 of #C-;L4- ad
SR 166Z (MIW60 rR.
6. Print Farm Manager's name (if different from Land Chvl=)-- AA
7. Lessee's applicable; please circle which type is list): PRES"rA6E PAitft arc.
FORM: AWO-G-NE 3/21/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: (county number); (facility number).
r 2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed.
L= of Swine No. of Anizak L=of C,-dr.
' 4 Wears to Feeder ( 0 0 Layer 0 Dairy
; 0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to wean (# sow) 0 Tmdmy
.w
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farUi: "llA No. of Animals, N ? A
3: Acreage cleared and available for application: 79.6 ; Required Acreage (as listed in the AWMP):
r
4. Number of Lagoons: 1 ; Total Capacity: 4 ti 56 o Cubic Feet (0)
,� • Number of Storage Ponds: IJA ; TotalCapacity: N A Cubic Feet (ft-1)
5. Are subsur me drains present within 100' of any of the proposed application fields? YES or (please circle acre)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or (please circle ow' )
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) or NO (please circle one)
r,_ �,.
F' What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas was shed? . � f 10 �97 - - --
_ APPLICANT'S CERTIFICATION:
C Al a Ny♦ Z"" . _ (Land Owner's name listed in question 112), attest that
-this application for 'k Eck 4 (Farm name listed in question EL I)
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 ati required supporting information and anacImbents are not included, this application package
will be returned to use as incomplete. p }
Date{aV iv
j.A i "
V . MANAGER'S CERTIFICATION: (complete only if diiiaznt from the Laud Owner)
I,
(Manager's name listed in question II.6), attest that this
application for (Farm name listed in question I%1)
has been reviewed by roe and is accurate and complem to the best of my knowledge. I understand that if all tequirW parts ofthis
application are not completed and that if all required suppcnrting information and attr1imnts 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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

RECE ED
ERIAIU: Ulf
1• w •)'• Q,11•. ... 1 t.� S! ^ �• u • •,`r.. •I• rra 1t� '•II r .
A A ,. •,.. � a�, �' -}�rrn r' ,nr •n a} i I ,p fur rlf .,r .,. �a
y•�pr114, 1 L
Lr ,..r,• ,� Av' M••ar IIrN :�r.., C�� ,�, \1� .. " 1 � 1, ` �6�lY •� •uP •'.'r � • Y/ � .[ ` �sM�'.r'y •fnr ) ;� ...r
'Ole, �y�y �le Rnp S �� L, ,li irn ' � nS f - LtrM Ir►. 1 -rail ..rl �.•. h ., ,.r
n,. a r»
� rl,t bfr ... .G+w• �a � � E tCir7t[L ro 1 rr1
L Ct ,, �' Ilr. y II il•. irr. / C ,► v G .
rr• ♦rer► .• �r r • • I•n � r -'ti ..., �!P •. P 'I, � If ! +, 4 � � 1 ,�' lut 16 �'�r FF (;'urt.. .. '� P` 4
•Zr •y n• •`1 Mom. '..;ram a-,. Law.,.• CIS , �. a. \lr .f nl• r.•AN �CIliYk , f
ptis"" .:rid u Cleru,N.' •' ! °W 4. a �C .i,51,
1�1rJ•'C, .•r :,i;i ' r.V+r`r '' $' wrnr * . . L.1 •'"'` Z qrr 4 1J ' 'n 4 r
� "y .ri - 11•jj�f���;,�,�►A' �. .• 0 l., J 'n r ,�•�` 1 Jru y ,
nr rr .. r� .i t'f,•j�`. ��. *� j ��.ti ,. .- '� � � �� �!-� .rx .. _f<ty +it. 1S�"-! !
J rf •.. , i' r -�i CLIN(QN`
ti' i� Y ,. ..• `Cr•fNrxbx '1' ,ur I•r, ' � _ `',�.,L .nl �, ufr � N L.J•L %wC.'I ;� .- ' �Jrii.. � /
• � w• Mrr "� ,' ! _ •�1ti`%n, r .. dFulA/l i•'frrrM1•1, r14rr _
7 •.. r r' I• „✓. o nn' of '. )✓l6NAJr Fa 'nl LrIk ,,,, ro' 4�`. 'i;' .wr 6a°. �Irn J n,l n. �'^•r. 1� 1 r
w nr n+r i n 1
r71tW �•t�w... fy rn. �� 'rn rlru arr w+•/ k ir1►f:.[w.%,•r� r i rJ I,r r� aLLrl.
'= Nrt Mt! ... JL ,•. ' ♦ 1. � � L �e yr t •'•arr � nrr u,• Irn r.
r►K '.,. 17,0.y �t w�t1' .r•s r' "pr • OS " t, '� ��( ) f.- a'yP .00.
`; :ri $ . ` :;, nrl IUI \�v�
J,,ryEY uri /•rlrLirnl• nu Iwl * - l A J,I,'. ror ...L� ♦ a0.
r.r "nti YO. �'y CM1..,•.al 4r i:,: � r. r 4..$( ,I
•. ;4 s nu Z. ;c. nw
,' C J Cr.r..' • I 4� u , '` nrV , ,�! J' [ sY�;NY � �. rrr �� ru �Lf PI,:!�
'r , i f sm nrl ,r,r ,d; f>A P,p. ;y ` rrnr �•`
re' I, f• �
� T�R nn w r. ' 'nr J 4inLt � � n• on 1 I nu /, l
�orjl... Nvvr' , xr r ♦ I1na•L u,r w• r J
j rrl rrN .,t6N ,r
* ,... 1�' SW.'� ,1; ,rtr Ifrr I.fr �♦Ilslf - r lei � N� 11 r/It ♦� � Cr.°'/ ! R,T R0. r�•~ �ni
►'!<�° y CL. ,. I„ In, /t,•,M �. :r. t" nr ..j. lel. i•
IaI Irr M l ,r Iw 1 ka1' i I I•r ... a M. a p• Inr f4adrn ,r Ck, .� r•
4� !I Slr 0 •�,, � qI' r � � r
�j lr 4L f.0 Il,i �, In• ur Tr nr• qn 'r tlm
�Cr (` 'r„r + rnl k rr. nn 4 nn A,,.' 'tr' IIII , i : 1P iE ti`E
-30
m FIN Irr
y nr rin JWt �• nr .d,r •fnl �' „• .IN ` .-/
Cry -n ,r1r it '.t `~ 4•rr r1If,111 \ IIr rll,
\[y urr 'tY Inl` 1,
»I ,»t IN. 11I! d �'�� ,; • f +t•-
•i.."y'1 '„ 'r► rl $ ♦ Re,-► Irrr nlr, rrl IWe►L RJI. :•. 0 \ n °L `\ ti
w~ i ' �i 1i'U I, }� Irr... Ndl L,,.• ,v . Inr ��F �y'' \I nu rw
Y
,,L 1.1 11.1 1
r.rlyl.r. 'LI Irr i, r��w �j qu t•,�uN
fry-\ .>._ *• r r / 1 1y. � I.rx.
.. i... � `Y II�ILR ro ,. 6 P , �ru '.r�� ��. '•�-• -� � /r,t! / t� 'u f r1n ,�� r:r $
ti , o.lq-+ i Irr Irl• •� � r' Ir,1 UJJ � '�
t.flrnr.n •' `1. ^�(; , ..� �" r / AaM/N, ,
-JI•:r uNl� I L11111 .Ir 'rM w } rvr.`.rlo °rrILD g►. Iwr I ur .J! t� I _-•r., r:u ,r. ,n• ee° r I T
4} .V S' fLLf Ilrl •WII
8 I,r 7 , �' 1' Ilrl Iw! J r'1 , •Irr Ir.. ' ' YI IF
Lr . r f,rr l�>VIrCIY yr yp 1�•,•' eO ,f1 *-«
I«• �' ur, r• L, a ! ! , •rr rrp r IrF , ` ' rl wdu•,,� J»� wCt a .S �et#,� ,r•
A�,.+IL a ��.• � ..Itn, n�►�,r
1j '• i' I.. 1 ,:r 7 S �[ fn, I A& 'rr�r„r � - 1 no lkmto
frw�� ..• ..Jl.f L,� n 1" , rnl , lu+
,lu w 1Jr,u ,rll'_ rr ►
'r P;6f I• ,t � 'rin Ill, f-°' 'ra Le, J���•if' ! ru �l}C . ,.�;.�. / , , /'•
1� I•I, 1''r� r �rh1 r.r �..L•th•Mr• rIM ' •,'L1ri! IIIIj
F ` .n �� In. `w r.r I•r r'� f1�� � rrrr .S'"ngp f', •�-r nr. _ lr -~ - ` r �` / rf`
#► rr' '.' la,• C,.re••• rr I•/F ' r• Irr• � .�rr R �-�- ..., / •Irn � \f ,�� , � '�•
A;.l '� .., LvCRtu ..r Y f.l. .• lu, ,In �`r Rg �� ,41r.. .,• Nf
`\ Irr i I•>, + y 1nIL i0e ,rR
AV
•C!�'�� 1 - •1 "N

Ap,
6x
tool -41V
...............

Q 1997
FAY E r i -` L.g_2
REG. OFFICE
IRRIGATION,
c.�
DESIGNm �`° M
m:z
3m
Z c"
C-a
CERTIFICATION
FOR
BEN LEONARD
6080 WEAN TO FEEDER
June 4, 1997
l certify that this Plan has been prepared under my direct
supervision and meets the applicable -regulations of
NRCS, DEM, and all other State and local Regulations
to the best of my knowledge and belief.
JIM!it,I
RC) •����i
`< toy;9
• r
M. Floyd A f ms Data
License No. =2271 12M
%'��0Y©ao�;

T
PRELIMINARY DESIGN AND SPECIFICATIONS FOR THE LAND
APPLICATION OF WASTEWATER IRRIGATION SYSTEM FOR THE
BEN LEONARD FARM IN SAMPSON COUNTY
The Leonard Farm is a 6080 head wean to feeder operation. It has four buildings on site with a single
primary lagoon. The waste utilization plan was written by Prestage Farms. The facility will produce
2918 lbs of PAN per year. An additional 438 lbs of PAN must be accounted for annually, produced
from sludge. The sludge will normally be spread when there is a build up in the bottom of the lagoon.
It may take approximately five to ten years before the sludge will begin to be applied in the irrigation
process or by some other means.
Crops to be grown include Hybrid Bermudagrass grazed overseeded with Small Grain - grazed. Based
on the soil type (Aycock) and realistic yield expectations, the 12.9 acres can accommodate the 2918
pounds of PAN created annually. It also will accommodate the 438 extra pounds of PAN which will be
produced from the sludge.
The soil type on the farm in the area where the waste water will be applied is Aycock.. The Aycock
series is well to moderately well drained Coastal Plain soils, with silty surface layers and friable loamy
subsoils.
The Nutrient Management Plan, developed by Prestage Farms, includes a cropping system of Hybrid
Coastal Bermuda, controlled grazed, over seeded in the fall with small grain, that will be grazed also.
The actual effective irrigated area calculated is 12.9 as stated above.
A solid -set (permanent) irrigation system is recommended. All sprinklers will be single nozzle, and they
will be full circle sprinklers. Spacing; on all of the sprinklers is 80' x 80'. The sprinkler radius is
approximately 67.5' . The sprinkler spacing is approximately 60 % of the diameter of the sprinkler throw,
which is an acceptable spacing and should provide a coefficient of uniformity of approximately 77%.
Recommended average sprinkler operating pressure is 50 psi.
A 50' buffer is observed around the perimeter of the sprayfield. There is also a 50' buffer that is being
observed around the perennial stream that runs across the farm.
The Main Line as well as sections of the Lateral lines will be all 4-inch PVC (PR 160 - SDR 26), and
there will also be sections of 2-inch PVC (PR 160 - SDR 26) plastic pipe, used in this system. The
pumping unit will be a 10hp electric motor with a Berkeley B 1.5TPM centrifugal pump end. The PVC
pipe will be bell and gasket pipe. A 3" brass gate valve will control the flow of the water in the
mainline. A 4" lagoon riser will be used for the ground entry of the mainline, this will also include
pressure gauge, air relief, and pressure relief valves. These valves will be 2" aluminum valves. The
system will consist of eight Senninger 7025 plastic full circle sprinklers. These sprinklers will be
mounted on 1" risers with Webstermatic valves. Each sprinkler will be equipped with an 18" aluminum
nipple with Iocking collar, to allow the operator to remove the sprinklers from the risers. Air relief
valves will be placed in the system to eliminate any damage from water hammer. A 8" x 16" pvc pipe
will be placed around each riser, and concrete will be poured in each to keep the sprinkler from any
damaging movement. There should be thrust blocks where the supply line comes from the pump and
makes its ground entry, at all tees, ells;, and end of laterals.

T
The pump and electric motor should be a 10hp single phase with a capacity of 130.4 GPM at 164.0 TDH
(71.0 psi) with a pump efficiency of at least 65 % and a NPSHR less than 10'. The pump will be
equipped with a 1.5" x 2" discharge priming valve to prevent the water from backing through the system
when the system is not in use. There will also be a return line back into the lagoon to allow the operator
to move sprinklers around the sprayfield without shutting the system down. There also will be a properly
sized starter panel, and a main disconnect. This panel will be equipped with proper size fuses for the
safety of the electric motor. On the suction side of the pump there will be a 4" supply line with a 4"
basket strainer on the end. The line will be floated to prevent settlement on the bottom of the lagoon.

T
Land Owner/ Operator Name: Ben Leonard
1964 Old Salemburg RD
Roseboro, NC 28328
Prestage Farms
Sampson County
Date: May 22, 1997
TABLE 1-FIELD SPECIFICATIONS
FIELD#
SLP
SOIL
CROP
APP
MAX
IRR
TYPE
RATE
APP
ACRES
PER CYC
TRCT 2099
Fld #7
=2%
Ay
Coastal Bermuda/Small Grain
1 0.35 1
0.5
12.9
*All of this land is under one ownership and in the same crop. A sprinkler precipitation rate will be
selected to be less than the infiltration rate of the most restrictive soil.
**Even though the District Conservation has indicated that 1.6" of irrigation can be applied at one time,
it is suggested that the total application be limited to .5" at one time and space the applications several
days apart. By doing this, it will help to decrease the probability of runoff.
TABLE 3 - SOLID SET IRRIGATION SPRINKLER SETTINGS
Sprinkler Spacing is 80 feet x 80 feet
Make, Model, and Type of Equipment: Sennenger 7025 single nozzle, with a
9/32" Nozzle.
FM # & Ime /
for Hyd
Wetted
Diam
Along Ppine
Btwn
Ppiine
App Rate
Nzde
Diem
Gun
PSI
Ol ft
Time
Rd 7-1
8
135
80
80
0.25
9/32
50
2
Fid 7-2
8
135
80
8o
0.25
9132
50
2
Fid 7-3
8
135
80
80
0.25
9/32 —
- _50
2
F1d 74
8
135
80
8o
0.25
9132
50
2
Fid 7-5
8
135
80
80
0.25
9132
50
2
Fld 7-6
8
135
80
80
0.25
9/32
50
2
Fid 7 7
8
135
80
80
0.25
9132
50
2
Fid 7-8
8
135
80
80
0.25
9/32
50
2
Fld 7-9
8
135
80
80
0.25
9/32
50
2 '
Rd 7-10
8
135
80
80
0.25
9/32
50
2
Fid 7-11
8
135
8i)
80
0.25
9f32
50
2

1'
TABLE 4 - IRRIGATION SYSTEM SPECIFICATIONS
TRAVELING GUN SETTING
Solid -Set Irrigation
FLOW RATE OF SPRINKLER (gpm)
16.3
OPERATING PSI AT PUMP
67.5
DESIGN PRECIPITATION RATE
0.25
HOSE LENGTH
xxx
SPEED COMPENSATION
xxx
PUMP TYPE
Electric
HORSE POWER REQ'D
7.4
* Note: This design is based on information supplied to us by Prestage Farms and Ben Leonard. This
is a preliminary design and should be viewed as such. The design proves that this site is capable of
accommodating the proposed hog operation in accordance with the i.nfornaation provided.
** Note: Refer to your owners and operators manuals for upkeep and maintenance of the irrigation
equipment. Equipment specifications and information has been provided with this design.
*** Note: It is our recommendation that the designer visit the site during installation. Installation
information has also been provided with this design.

r
Precipitation Rate
CALCULATIONS FOR BEN LEONARD SYSTEM
PR = 96.3 x GPM
SyxS2
GPM = 16.3 Per Sprinkler
Spacing 80' x 80'
Velocity Calculations:
For 4" Main
For 2" Main
PR = 96.3 x 16.3 gpm
80' x 80'
PR = .25 in/hr
V = .408(GPM)
ID 2
V - .408 (8x 16.3)
42
V = 3.325 ftlsec
8hea& V = '408 (8x 16.3)
22
V = 13.3 ftlsec Too Fast
6 heads V = 408 (6 x 16.3)
22
V = 9.98 ftlsec TooFast

Friction Loss Calculations
4heads V = .408 (4x 16.3)
22
V = 6.65 ft/sec TooFast
3 heads V = •40$ 3 x 16.3
22
V = 4.99 ft/sec OK
F1 = [.2.083(100)1.852(� 12524.W5X 100
L )1.433
FI
= Friction Loss
Q
= Gallons Per Minute
D
= Pipe Size
L
= Length of Line
c
= Pipe Coefficient
Main lute Calculations
FI = [.2083(100 1-852(130.41.�2}(1100)1 433
150 O-Ms 100
[10.651.433
4.61 psi loss
Lateral Calculations: (4" Line)
M = [.2083(100 }1 �2(130.4`02 350}j.433
150 44 100
(3.391.433
1.47 psi loss

Lateral Calculations: (2" Line)
TDH For System:
SOURCE:
Sprinkler Pressure
FL in Mainline
FL in Lateral
Elevation Difference
FL in Fittings
Suction Lift
5 % Factor
TDH (feet)
TDH (psi)
At Pump
Pump HP for System:
BHP =
F1= [.2083(100)t.02(48.9"8"')( 230)].433
150 24.8565 100
[10.491.433
4.54 psi loss
GPM x TDH (feet)
3960 x Pmp Eff
130.4_gpm x 164.0
3960 x .73
HEAD (feet):
115.5'
10.65'
13.88'
3'
5'
8'
8'
164.072.31
71.0 psi
156.0' or 67.5 psi
= 7.4 hp
NOTE: This calculation proves a 10 hp motor and pump will be sufficient.
Thrust Block Calculations:
(Assume maximum pressure of 150 psi and soil bearing capacity of 1,500 lbs. per sq. ft.)
THRUST X LINE PSI — X/1500
4" PVC Pipe
90 deg elbow
23 x 150
- 3450/1500 =
2.3 sq ft
45 deg elbow
12.4 x 150
- 1860/1500
1.2 sq ft
Tee/Dead end
16.2 x 150
— 2430/1560 =
1.6 sq ft
Grnd Entry
28.8 x 150
— 432011500 =
2.9 sq ft

2" PVC Pipe
90 deg elbow
6.45 x 150 =
968/1500
— .65 sq ft
45 deg elbow
3.50 x 150 =
525/1500
= .35 sq ft
Tee/Dead end
4.56 x 150 =
694/1500
= .46 sq ft
Grnd Entry
8.58 x 150 =
1287/1500 -
.86 sq ft
THRUST BLOCK SPECIFICATIONS
LOCATION
THRUST BLACK AREA (sq/ft)
4" LINE
2" LINE
90 DEG ELBOW
2.3
.65
DEAD END TEE
1.6
.46
45 DEG ELBOW
1.2
.35
GROUND ENTRY
2.9
.86
From the NRCS 430DD, thrust blocks for dead ends and tees are approximately 70% that of 90 ells.
There is not an actual calculation for the ground entry, but it should be approximately 25 % to 33 % more
than that required for 90 ells.
System Operation;
This system is a single zone system where eight sprinklers will be run at one time. The actual run times
for each sprinkler is stated in the field specification table.
Since the lagoon is temporary storage, it is important that the lagoon be pumped regularly with the last
application on coastal bermuda just prior to a frost and the first application as -early in the spring as
possible.
It is important that the operator follow this plan as well as the waste management plan. When applying
irrigation the operator should take notice of the conditions. (See information on when to irrigate). The
specified amounts of wastewater sprayed per cycle are 1.6" per cycle on the Aycock according to the
waste management plan. But, it is our recommendation to keep the application amounts to .5" per
application. We feel that .5" is a sufficient amount of water to apply per cycle on the given crops and
the realistic yields. There should not be another application applied until the amount applied in the
previous cycle has been used by Evaprotranspiration, (ET). This usually takes anywhere from three to
five days, depending on the climate of the area.
During the winter months when temperatures are below freezing the risers need to be drained at least into
the lateral lines. Water should not freeze at the buried depth of 36" which is the recommended depth of

the laterals as well as the main lines. The pump, suction, and discharge should all be drained during
freezing temperatures.. Spraying should never take place during freezing temperatures. It is also
important not to spray when the soil is at its full saturation rate, if spraying occurs, it may cause runoff
or ponding. The ideal wind conditions are when the wind speed is less than ten mph. Irrigation should
not take place when the speed is over ten mph, this will prevent any wind drift.
Sprinklers and air relief/vacuum release valves should be checked periodically to ensure that they are
operating properly. Check to ensure that the pressure gauge at the pump is operating properly.. It is not
necessary for the pump and panel to be under shelters, but it is highly recommended.

IRRIGATION DESIGN
BEN LEONARD
SCALE: V = 200'
BLUE LINE STREAM'
LEGEND
X SPRINKLER LOCATION
0 PUMP LOCATION
4" PVC MAIN AND LATERAL LINE
2" PVC LATERAL LINE
A THRUST BLOCKING
NORTH
Zw
tf,11tiollost rr
CA
40YD Pa ``.".
I) THRUST BLACKING SHALL BE PROVIDED AT ALL BENDS. TEES, DEAD
ENDS AND OTHER SPECIAL FrMNGS WHICH REQUIRE RESTRAINING.
2) MAINLINE PIPE AND LATERAL SHALL BE 4- AND 2' PVC PR 160 (SDR 26)
AND SHALL. BE HURLER TO HAVE AT LEAST 3 FEET OF COVFR-
3) EACH ZONE SHALL BE EQUIPPED WITM AN AIR -VACUUM RELEASE VALVE
LOCATED AT THE END OF THE LINES.
Prepared by:
Date:
M- Floyd Adams P.E-
jgne 4, 1997

FROM Environmental A9 Services, Inc PHONE NO. : 9105925519 Mag. 12 1997 04:44PM PO4
WASTE UTILIZATION PLAN
----------------------
producer---_-: DEN LEONARD Count y ; SAMPSON
Name of Farm -WEN LE©NARD
Location-- -:19b4 OLD SALEMPURG RD
ROSEBORO NC 26382
Phone-- ------- s 9 10-5PS -57p6
Type operation----------- --: WEAN -FEED
Numher of Animal ------------ s 60AM
Storage Structure ------------ :Anaerobic Lagoon
Method of appunation------ :irrigation
Amount of waste produced per year------ --------- 2567 tons/year.
Amount of plant available N (FLAN) produced/year-e 1910 lbs. /year
The wo5to from your animal facility mast 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 u*e
to reduce the amount of commercial fertilizer required for the
crops irr the fields where the waste is to Ge 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 tho 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
Msnnsr:
1. Always apply waste based on the creeds of the crap 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 not be applied to land eroding at more
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 sere per year providing that adequate filter
strips are established.
4. Do not apply wa%te nn saturatpd Gni]s, when it inspiring, or
when the surface is frozen. Either of these conditions may
in "unnff to the s"rfatr_p waters which is not allowed under DW©
regulations.
5_ Wind condi,tiona should also by conwidorwd to avoild 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 dizking will conserve nutrients and
redact odor problems.
This plan is based on the waste application method shown above. If
you Choose to change methods in the future, you need to revise
this plan. %Lr iwnt lrtvali foe different application methods are
not the same.
The estimated aa:res nevUvd to opply the animal waste is based oil
typical nutrient content for this type of facility. Acreage
regminement;s should bw kneed u" Low waste analysis report from
your waste management facility. In some cases you may want to have

0
FROM : Environmental Ag Services, Inc PHONE NO. : 9105925519 May. 12 1997 e4:45PM P05
Page 2
plant analysis spade, which could allow additional waste to be
applied. provisions shall bra made For the area receiving waste to
be fleuible so as to accommodate Changing waste analysis content
and the crop type.. Lime must be applied to maintain pH in the
optimum range for specific crop production.
Thie waste utilization plan, if carried outs meets the
requirements for compliance with 15A NCAC 2H .0217 adopted by the
Environmental Management Commission.
YOUR WASTE UTILIZATION PLAIN IS BASSO ON THE FOLLOWING:
Tract Field Soil Crop Yield Lbs. N Acres L.bs. N Month to
No. No. Type Code /Acre /Unit Used Apply
2099 7 AyS B
2099 7 AyS K
Available Nitrogen
5.4 50. 00 - 10.0 2700 MAR-OCT.
N/A 50.00 * 10.0 SOO S-ARRIL
Total 10. @ 3200
(.includes commercial) 2918
Surplus Or Deficit -282
Crop codas: Crop -unit
A�Barl ey--bu.
B-Bermudagrass (graze) -tans
C-Bermudagrass (hay) --tons
D=Ccrn (grain)-bu.
EwCorn(silage)-tens
F-Cott on--lbs. lint
G-Fev cue (graze) --tons
H=FescueChay) tons
I=Oats-bu.
J Rye-bu.
K=Small grainIgraze) -acre
L-Small grainQay)-acre,
M=Sorghum (grain)-cwt.
W-Wheat--tau.
Y =Foscue (pasture) -tons
Z-Bermudagrass (pasture) -t on
Applying the above amount of waste i5 a big job. You should plan
time and have appropriate equipment Ki apply the waste in a timely
wanner.

FROM : Fnvirnnm)entaI A9 ServiceS, Inc PHONE NO. : 9105925519 May. 12 1997 e4:46PM P06
paye 3
The applicator is cal.Ationed that P and R may be over applittj while
meeting the N requirements. In the future, regulations may require
farmers in some parts of North Carolina to have a riuLrient
management plan that addresses all nutrients. This plan only
addresses nitrogen.
In inter•pla.rntecl rieiib (i.e. small grain, etc, interseedeo 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 grated to a height of tour inches. In fields where small grain
etc, is to be removed for hay or silage, care should be exercised
not to to let small grain to reach maturity, especially late in
the seelson (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 thn
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. Grilling is rot-nmmPndF&H nvQr broadcasting.
Bermudagrass should be grazed or mowed to a height of about two
inches before dril lino fmt- haat results_
r'aiitci.nn must he exercised in grazing or haying aumme,,- annuals
under stressed conditions. Nitrate poisoning may occur in
livestock. Sampling forage or hay for nitrate levels is
recommended.
Acres shown in the tables are considered to be the usable acres
excluding required buffers , filtor strips along ditchv%p, acid
areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equi} mviiU limitations. Actual total
acres in the field listed may, and vest likely will be, core 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 provision 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 producticn
facility will produce approximately 438 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years, you will have approximately
2181) lbs. of PAN to utilize, assuming yoU apply this PAN to
hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen
per acre, you will need 7 acres of land. If you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre*, you
will need 18 act -as of land. Please be aware that these are
only estimates of the RAM and land needed. Actual requirements
could vary by 2:71. depending on yo4jr sludge waste analysis, soil
types, realistic yields, and application methods,.

FROM = Environmental Ag Services, Inc PHONE NO. .: 9105925519 May. 12 1997 04:46PM P07
r
Page 4
APP..ICATICN OF WASTE BY IRRIDATION
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. Failure to apply the
recomnended rates and amounts of nitrogen shown in the table may
make this plan invalid.
The following table is provided as a guide for establishing
appl ica't i en rat: a r. and amounts.
Tract Field Soil Crop Applic Applic
No. No. Type Rato Amount
(in/hr) (inches)
zoo A3B Ci;-GRa .as
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
renditions.

FROM Envir-orunental Ag Services, Inc PHOW NO- : 9105925519 May. 12 1997 04:47PM POB
PAPA. 5
Your facility is designed for 180 days of temporary storage and
the temporary Storage Must be removed on the average of once every
b months. In no instances should the volume of the waste be' stored
in your structure be within the 25 year 24 hottt% storm storage or
one foot of freeboard except in the event of the 25 year 24 hour
St orn.
It is the responsibility of the preducer and waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres shown in the tables. Failure to
apply they recommended rates and amounts of nitrogen shown in the
tables may make this plant invalid.
Call your technical. specialist after, you. receive the waste
ana).ysis report for assistance in determining the amount of waste
per acre and the proper application rate prior to applying the
wast4_
NARRATIVE OF OPERATION

�`?�,�.
G1,i � ��

DESCRIPTION
The 7025 double -nozzle range -drive sprinkler is designed to
accommodate a greater volume of water, achieving a larger
diameter of coverage than our Solid -Set 50 series sprinklers_
nis full -circle sprinkler is constructed of high -impact
engineering -grade thermoplastics. with stainless steel springs
and fulcrum pin. It's more durable — yet costs less -- than
similar brass sprinklers.
The 7025 double -nozzle model is suitable for use on all
types of solid -set irrigation systems.
SPECIFICATIONS
Sprinkler shall be of 360° notation driven by impact
splasharm and spring. It shall be capable of a distribution
Pattern of feet in diameter at a riser height of
feet with an operating pressure of 4 psi at
the sprinkler base and a discharge rate of gpm.
Nozzle trajectory angle shall be 25, (degrees), and nozzle
size shall be inch (Nozzle # ). LAwxr
bearing pipe thread size shall be 0" NPT male. or
,,rrh coupling, 3/4" NPT female, 1" NPT female or 1-1/4"
NPT female).
Sprinkler shall be constructed of engineering -grade
thermoplastics with stainless steel fulcrum pin and
splasharm spring. Fulcrum pin shall be molded into the body
for maximum suppoP6 and stability. Splasharm spring and
bearing shalt be enclosed for trouble -free performance.
360' rotation
impact sprinkler
Available a.:
Model 7025RD-1-1"M
Model 7025RD-1-3�4" F
Model 7025RD-1-1" F
Model 7025RD-1-11/4" F
FEATURES
• High -impact engineering -grade thermoplastic constructini
provides strength and durability
• Stainless strel springs and fulcrum pin far corrosion
resistance
• Splasharm spring and bearing enclosed for trouble -free
performance
• Stream -straightening vane assures maximum range
• 25° trajectory, single -nozzle design
• Nozzle sizes from 7I32" to 3180 in 1132" increments
014, #!f #18. #20, #22, #24 nozdis) -
• Flow range from 8 to 35 gpm
• Exclusive five-year warranty against nozzle orifice wear
• Sprinkler base pressures from 35 to 80 psi
• T\ o-year warranty on materials, workmanship and
performance
• Also available as a single -nozzle model with flow ranges
from I 1 to 48 gpm (Write for engineering specifications)
• Operating performance data
(See chart on flip side of this page)
Deigned and manufactured bp:
S P% A-
cmnina
IRRIGATION INC.
6416Old WintcrGarden Road. Orlandt). Florida 32N11. U.S.A.
Telephone 13o51-193-5555. Telex R,-h??s. Tei;lax (05) '4)i.57Jli
Luhtxxk. TX (8061 793-3010
Grind l.land. ,i1=.1 3W1 i tl-t{55

375
DAIE I - 2-86
TYPE "B" RATING CURVES PAGE 1.02
BERKELEVt, SUPERSEDES
MOTOR DRIVE All previoudy issued
4075 C.tves
C.a.: M~W C-1- P.& me. LO 10 18 w.eh. sm LO 10 18 Nominal A.F,M, 3600
b.P.M-: M&WW CA. ftit-Ift S07367 v"&q,-5b?31;7 Db-63 Full Hawed OR Fr(:414 water 0 W F.
Maximum Working Pressure: 150 PSI
20c
r.
Am
41 175
150
-J .1
•
%
too
.. . ...... .....
75
25
.......... ---------
....... . .....
.. ..... .....
001---10 20 30 SO-- 50------ 1 6-0. 70 so 90 foo Ito IN
CAPACITY IN V-5. CALLON$ PER MINUTE
I�
-.5035 3--w — T-3207 C-5035 3-1-72 MODEL TPL 7-30-85 V2
..
.... ..
" . . . . . . . . . .
..........
........... . ........
. . . . . .. ..
-.1 NP�H R
.. .........
.....
. . ........
j.-
—T
.......
.......... ...........
.
-A
...........
. . ....... .
J
.......
.71s.".....7.
T 56% f F-Mcl
----------
w
. ... ..... .. ..
CA": mamfue (-J- Paftme. LOWIS Mpch.Na 1.01016 Nominal pl.pAkf. 3600
:."Peas: M~Ist C-L M07 298 1718 U)mmjl. #j.. see below ou. 6-9/16" Based on Fresh Water 0 80° F.
S32401 ( I I U) Maximum Working Pressure: 150 PSI
30
20 L
z
IV
fn
D z
30
51K ER-IMACIt.-NO. NPSHR :IMP
TO
20
H6kq
—4— .4AG74637---- 10
A '71 M07638
S34236
-v I 16vo (101, 65% 70% to M07398.53.M.1 1
73%
200 -7-749V T
z
75%
175' — -------
7
HID)
.. .... ......... A i
L
--.-
wicilaIi 6 1401
... .......
........ .. ..... ----- - --- .................... . ........
..... ........... ....... . ......... .... . ... ........
---------- .......
........... .. . 7 ...........
2Sf- .. .. ........ .......
....... . ..
OL-- ... ....... . . . ....... .... ... ..........
50 100 ISO 200 250
CAPACITY IN U.S. GALLONS PER MINUTE
T-3957. •1. -1o.••..es12-7-83 MODEL I V,2T P M

MANUFACTURER'S CERTIFICATION
GASKET — JOINT
PR200, PR1605 PR125 and PR100 PVC Pi PE
ThIa Es to osrWy 1Wt &V pmducts h0r8fn referred to and a rsrrufactuvedby NORTNAMERICAN PIPE CORPORATION
meet or exceed the requirements of fife pertifreof afsndards and rogu*Ung agancies as M49=t rrt
MATERIALS —PVC mWerWs used in P11200, PRi60, PR125. and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, campty With ASTM Standard D-1784 and are approved by National
SarEfWion Foundation for polaMe water use. Pipe is n%)de from a virgin PVCcompound vdth a Cefl Ctassfflaatlon of
12454-R the established hydostatirdesign-4a.Ww (HOB) rating is 4,Oo psi at 73.4•P (23°C)- The Standard
Thermoplastic Pipe Material Designation Code Is PVC 1120_
PIPE ,— Physical dimensions and tolerances of PR200, P13160, PR125 and PRt QO pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, are within the' requirements of ASTM Standard n-2241, Product
Standard PS-22-70 and the National Sanitation Founda3ton Standard 14. 9elle&erd FR200, PR1 ti0, P111125, and
PRI00 pipe made fur gasket joints by NORTH AMERICAN PIPE CORPORATION, meets the above specifications
inclodbv ASTM D-3138. VMto is the standard cores with blue optkwol.
GAS KETS AN D LU BRI WANTS --- Gaskets and Lutuicara are c mlWible with the pla lc
rrsaterlsl in NORTH AMERICAN PIPE CORPORATION pipe and In combination with them will not advemety effect
the potab+a qualitiles of tM water: Each gaSl%9t is fadory+ Installed In bell end pipe. Ganksts and joitrte Meeta
requirements far performanoo as apwWred in ASTM D-3139 and F-477. All NORTH AMERICAN PIPE CORPORA-
TION gaskeft are factory insta sled and here a steel r,einfdrdng dog. (Locked-"
FIiTI NGS — Gasketedt WqM supplied by►NORTI-I AMERICAN PIPE CORPORATION, meetthe require-
rrl8M of ASTTW Stsrrdards, D-3139. Said fitfings are approved by go National Sanitation Foundation for potable
crater acid have wwWng piastres of 20Q PSI at 73.4F unless oth9rMse noted
MARKING -- PR:200. PRISM PR125, and PRIOO pip% are marked as pre3cribed In ASTM Ord
D-2241 to nominal Pipe sae, type of pUsttG pipe materK pipe dimension rat►n, pnumme rating, AS IM spedficafm
desigrWoon rwrnOer, manufacturers rmse and coded and the National Sanitat; Foundati n seal for potable wager.
INPLANT TESTING -- PerAar`W D-2241:
1.Pipe! stainbehorrtogerwoustt■ outandfreetFbmvisiblecracks,hok-m.foreigninduscorts,acidotherdefects.
2. Wall Thicia,ess. OuW& Diameter, and Ovality - Onoe per hour. Method" ASTM D-2122.
3.- QUICK 8URST - Every eight hours Meti►od ASTM 0-15M
4. FLATTENING - Every eWn hours Matltod ASTrwA 0-2241 6.5.
5_ IMPACT - Every eight 1w m Method AMTM 13-2444.
6. e(TRUSION QUALrTY- Every eight flex m Methdw* ASTM D-2152
T. SUSTAINED PRESSURE -Twice per year, Method ASTIR D-1 SS&
0
Pagoa

n
IPS CLASSES -- PVC GASKET PIPE
ASTM D-2241
(Quantity f3qured on 20 it. lengths)
--- PR100
SOR41
H/aA,p
Mae
s &Mdk
Ttstclda
sireDiameter
Wan
Pw Fow
iwn4o
7nx*doaed
Pieces FWjW
Riffs"
2.875
m
A02
166
12
A+y40
9"
3SQ0
.085
i7S
12
1
SD,000
4"
4SW
'IN
i:a00
76
12
912
19,29D
13^
8.625
28
12820
392
7AW
.161
2.175
14
4014
8"
8.625
.210
3.l561
1 24
4*24
242
4,w
18
2@18
20
4820
}5
R 15
?b'•
W.7ti0
262 _
&759
12
12
144
12"
mm
.310
8,134
8
sea
98
1,9ro
a
2@4
6
8®6
3
z�3
PR 126 (SOR
32.51
OLsida
weigm
pmmm
84r1CBas
Tnrddoad
820
C7Fanrebw
Wan
Per F o
Bunk
Ttuddood
Ploolm
2"
AM$i$
2:
12
108
82,1eo
Z A..
2.675
'008
18b
i2
44.6�0
.'1"
td9
T51
125
12
t,SGt:
30.000
4"
4.5m
_138
1-246
76
12
91z
18,240
S"
6.ii�5
28
12025
892
7,84a
_
a
2-m
14
4014
9•'
M
4.514
24
402,4
242
4AQ
18
2@16
20
4@90
15
2@15
14"
10.75�y
390
7 22'S
12
12
144
2.W
12 m
A2
10.182
98
1'mo
4
204
5
6®8
8
2@3
PR 160
26
Oma t3
Wet"
Pieces
80ti*"
Tniddud
Sim
OLMAW
Watt
Pw %01
Tr
PkKm Foobbip
law
274
203
24
4.6i2
07,440
7 :5
D81
azs
12
AILV
W-100
ZYt•'
P-M
1 i0
.827
186
12
2=
44.640
3"
3SR
195
9C;8
125
12
1.600
30.0m
4"
4.600
.173
tw
79
T2
912
18,240
6"
aims
�m
33i1
28
t2@ffi
M2
7.8w
14
4@14
all
8.625
-W
5 731
2a
4i@24
242
4.8�
to
2018
20
+yam
15
2815
10
10.M
413
B.$4G
12
12
1"
2J 4Q
12"
12750
."0
i2627
8
w
98
1,B8a
4
204
6
s468
2
pve 4 Tfie &Dore 4tbw aim tv ao;o 315 amD qx *)r wat nx*mmms and 14dw►us Par t c�
ij

LARGE DIAMETER IRON -'PIPE STANDARD 0.D. PVC PIPE
• NAPCO is expanding its firm of IPS OLD. PVC pipes • Backed by NAPGO cXPerience in Large di8nwMr
to 147, 18", & 18*. PVC supply Lire, hXve matnt. Ration sYsiarras
• NAPCO PVC Pressure Pipes with prossure rating of • The deep belle of the NAPCO pzpeyoirtt with l x*od-
200 PSI (SDR 2 1 h 160 PSI (SDR 2% 125 PSI (SDR in gaskets provide unmatched pert, provian
32-5) and 100 PSI (SDR 41j in yeers of barge dituneW pipe service.,
• N_&F fisted compound and p" for pnlab-W water
applications. IPS CLASSES — PVC GASKET PIPE
ASTM D-2241
(Quantity figured on 20 ft lengths)
I.P.S. O.D. PVC PIPE
SDR 21
Size
Outside
Diameter
Wail
weight
Per Foot
Feet Per
sundae
Feet Per
TnA*Joad
14"
14.OW
.667
18,770
120'
1,440'
18"
16.000
.762
24AM
120'. 80', 60', & 44'
1 2W'
18"
1$.000
.857
31.424
120'. 80', BO'. &40'
1,000'
SDR 26
Sae
outside
Diamotar
wan
weigh; _
Per Foot
Feet Per
Ek tdla
I Feet Per
T"Xidead
1410
14.E
,538
15.315
120'
1,440'
16"
16.000
.615
20-248
120', 80, 60'. & 40`
1,000,
1 B"
18.000
.693
25.031
120', 80', 60% & 40'
1,000'
SDR 32.5
Size
outside
130meter
wa
11 owd
Per Fool
Feet Per
BunQfe
Feet Per
Tnx*Scsd
14's
14.000
.431
12.344
1?A'
1,440'
16"
16.000
.402
1 B.335
120', aD', 6W, A 40
11000'
l t3"
18.000
.554
20AW
120', SD', tall', & 40'
1,000'
SDR 41
Size
OtAslde
DtSnleter
Wall
wftm
Per Foot
Feat Per
Bundle
Feet Per
Tnodoad
14"
14.000
_341
9.657
120'
1,440`
,BPI
16.000
.390
13-038
12D', 80'. 60'. & 40•
1,000,
18"
l a 000
.439
16.610
12.0% 90', 60'. S 40'1
1,000'
Page a

nA%Jrn n nAvtc and ASSC)clATES
Safe Filling Rates For Mainline Pipe
It is very important when filling an empty or near empty mainline not to
exceed velocities of 0.5 to 1.0 feet per second. Filling a mainline
faster than 1.0 fps may not allow the air in the pipe to be properly
evacuated. Therefore the following chart indicates the approximate
maximum fall rate (GPM) for most PVC, AC and ductile iron pipe lines.
Nominal
Maximum
Diameter-
Fill Rate -
inches
( m)
2
11
21
15
3
-24
4
40
6
80
g
150
10
250
12
350
14
475
16
620
18
780
20
980
24
1400
Pump Stations should be selected that will allow the fill rate to be
adjusted accordingly. The fill rate can be increased at a rate of
one (1) gpm every two or three seconds. This amounts to an average
increase of 30 gpm every minute during a refill operation.
It is necessary to use a "refill procedure" anytime a mainline has
drained down by 10% of its volume capacity.

12-9 1
FIGURE 3: Coefficient of Flow
Pfpe C-Value
Old Steel 100
Aluminum with couplers 120
Cement Asbestos 140
Plastic 150
As you can see, this formula is quite complicated. Figure 4 is a chart showing pressure losses and
velocity for various pipe sizes at various gallonages (NOTE: Chart is for class 160 PVC with a C Value
of 150).
EXAMPLE:
Pipe PVC (Class 160)
Size - 10"
GPM - 1000 GPM
Length of Mainline = 1300'
From the chart, we find the PSI loss per 10(r _ .21 x 1300' = 2.73 PSI over 1300' of run
100
Head = 2.73 x 2.31 = 6.28' of head over 1300' of run
Velocity (V) = 4.15 ftlsecond
We can use the chart along with the conversion, factors list on Figure 4 to determine friction'loss
for steel, aluminum and asbestos cement.
EXAMPLE:
Pipe = Steel
Size = 10"
GPM = 1000
Length = 1300'
Friction loss in 1300' PVC
Factor for steel
Friction loss for 1300' of steel
= 2.73 PSI =: 6.30' head
x2.12 x2.12
= 5.78 PSI or 13.36' head
Velocity M = 4.15'lsec. (same as PVC in previous example)
A RainBird slide rule makes this determination very rapidly without need for calculation.
After obtaining the friction loss per 100 foot of pipe and multiplying this by the feet of pipe divid-
ed by 100, the total pipeline friction loss is known and can be used in the total head determina-
tion as well as compared economically -for proper pipe size.
You may incur instances where either the chart in Figure 4 or the RainBird slide rule cannot
be used. It will then be necessary to calculate the friction loss and velocity. To do this, use the
formula in Figure 5.
2-B

,
12-91
MAINLINE REQUIREMENTS'
The connecting link between the pump and the irrigation system is the mainfine- Mainline material
is normally steel, aluminum with couplers, cement asbestos or plastic. Sizes can range from 5" to 48" f
plus. The following information may be used as a guide. Please consult with manufacturer for specific
design and installation information.
Generally with center pivot, a water source at the pivot is most convenient. When water is unavail-
able at the pivot, a mainline pipe is often used to connect the pivot to the water supply. To avoid in-
terference with farm operations and drive unit crossing. the mainline is generally buried.
The proper size of mainline is a decision of economics. Whenever the yearly cost of owning a larger
pipe size is greater than the yearly pumping cost for pumping through the next smaller pipe size, then
one should use the smaller size pipe. A good rule of thumb would be not to exceed a velocity of water
in the pipe of five (5) feet per second. Water velocity in feet per second in a pipe can be determined
by the following formula:
Mainline Water Velocity
V = (0A08) (GPM)
D2
Where V = velocity in feet per second, GPM = gallons per minute, and D = inside diameter of circular
conduit in inches'.
Pipe thickness or class should be selected to handle the highest pressures likely to be encountered.
Because of the variable pressure operation of the comer system, the mainline pipe should be designed
to operate at a pressure of 30-40 PSI greater than the selected pivot pressure. The selection of flat
pump curves will be helpful in reducing the pressure fluctuations with the corner system.
FRICTION LOSS IN -PIPE
Water flowing in a pipeline is always accompanied by a loss of pressure due to friction. The
degree or amount of loss depends on the smoothness of the inside of the pipe walls, the
diameter of the pipe, the velocity, the quantity of water flowing in the pipe.
Friction factors of pipe are determined by experiments. Every type of material pipe is made
from (steel, PVC, etc.) has different friction loss characteristics.
The Hazen and Williams formula is the basis for many friction loss calculations. Friction
loss (F) is in units of "feet per 100 foot of pipe." Dividing by 2.31, friction loss is converted to
"PSI per 100 foot of pipe."
i .85
.2083 �100� 01.85
F _ C
D4.8655
Where:
C' = friction factor for variops
[2 = GPM of flow
D = pipe diameter in inches
F = feet of head per 100 foot
'Irrigation Short Course 1976
Bob Mulliner
Irrigation Consultant
Hastings, Nebraska
pipes (Figure 3)
of pipe
"Coefficient of Flow
2-7

Water Hammer
S1
Size
A V Q
Q
Water Hammer
sq.ft. f . cc. C.F.S.
G.P.M.PSI-
1.000'-lsec
2"
0.0262 5 0.131
59
350
4"
0.0941 5 0.471
211
350
6"
0.2039 5 1.020
457
350
8"
0.3457 5 1.729
774
350
10"
0.5372 5 2.686
1,203
350
12"
0.7556 5 3.778
1,693
350.
15"
1.1547 5 5.773
2,586
350
where:
P Pressure Rise (PSI) above
static pressure.
V = Velocity (ftJsec.
L = Length of pipe ahead of the valve causing the
hammer (ft.)
T = Time required to close the
valve (sec.)
P = 0.070 VL /T
P = 0.070 5(1.000)/ 1
P = 350 psi above static
pressure
Water Hammer vs. Velocity
Size A SQ ft V ft/sec. 0 cL .. Q g2m Water Hanz er_
6" 0.2039 1
0.2039
91
70
2
0,4078
I83
140
3
O.6117
274
210-'-
4
0.8156
365
280
5
1.0195
457
350
6
1.2234
548
420
7
1.4273
639
490
8
1.6312
731
560
9
1.8351
822
630
10
.2-0390
913
700
I
7

INSTALLATION
e c
abiarrlond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321. and the installation Guide far 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.
Te 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 mark. 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 placing a board
between the bar and the pipe.
If normal force does not complete thejoint. disassemble the
joint and examine the parts to make certian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COSLPALTION VERSES F—MEDMEN'T CLASS AND METHOD
OF PLACE]IE\T AS PERCENT OF STANDARD PROLTOR
DENSITV OR RELATTN`E DENSITY*
FOR GRANULAR MATERIALS IN PARENTHESIS"
CLASS OF ENIBED]IEN-t I It
HI IV
>Ia,.draed
MATERIAL DESCRUMCKY Quo" satdwdcM
1•1-w • Ci a Fiew Gnm
Stm= s S M4 -Ckaa
Sb.IF S."h
Oposoon =.ols(t.a conlcm r2w 9-1:
4.4s Iwlo
heslt . of drt.e.jht
SOO CORNOtodaaldn Nicow t I& of lhww IQ RcLw___ I LfcPae! Ran fC
:COI P-1 t"-P-0 t Im 951=
95-100
95.4110
9D. 100
.xrsmm� (75IfI7l
4f0-wfh
Deftsxt" pilo.abk N695
091
9695
71•90
a'pbrik" (O6751
t66I01
C,srtroiW= by t69S
1695
(60-IS1
(f6401
Hated sV.t W-61)
l+Od171
Natd V'J9+
NLMd
66tf(I
hhlf
rSO flh
p,unp 66t0
tai0
60-80
ea if
440-671
(50801
Tattle 4. CESCRIMON nF 0'.641 .OM4:NT MATERIAL CLASSIF'ICATI(M."
soil. Batt. pLSCalrTtnv of .
CLASS TTI'a: x..7FAML CLA1(4774rATW.V
cl... I fwh' - M.wA.c..r -4W.. c-1-+.w."L JH . 1 4r .r.r. se . .al. a•
.N/rK w k N.r., .r,.til .5-11 ..cr ...M . e....hrr +err w A, t."_
C—L n.N.t .i.l_ c.errr. w rfe.Yr raclh. '
Claw 41 Sw6^ (W M.B W t...•r.. s 1 r•••.1 a.r Jrh w er J,.r. " — — w
r.ar.r h— nnwr — tw J .•r+._ aa....hr. +5{ ....w•I r 11. 1al a.r.r
Clr..-
Q 91..h' o,r pesh e•. ,,n+l ..r .e.aeeai irk .. .. frr. hJrS „ .e+r.r
trr.r her e..wa •� w. s a....- 14....\r rM anrd w a1. tial a.e+e
SW WIG pba nr... wl Fff A" .eM• Iwk w Iw fe.w ►I..r Irt !rri J a+eae
SP P-1, h'.aM a.•n rr f•.wa. aaw... N.It r « 1..•. Ftrr a.r. v.v w a.w
fr.crw. }++r 1s•.- J wa. Mr thw e..i e+�.J .., vw ;Iat w.. 4'ki
Clot Ili em Sdy 4•r-.M. R, f •w of n..wrn. 3016 « w W a'..r.. I�.Nw rn.wr ..•
N,•. a .rr. Mw.. Nan !i'S •ri..e.l .w N. 11•a....
5N4
Mr. "..vim r v.n.l — N. to. -
SC CI.Y't ...e...w .1.• wu..rra 14— 1-411 W....r hrN�,..•r. A.. J
N. _nl ar.r
(lar tV SeW \Y. 4n..tyrc ..r..m lera..w. w•\ 11..._ ..4, w al..r� ,rr awa. 1 w.•-1 ... -
CL I—,— at." (4.. w. .vJ•.+ plJnw.xa, f.a..•II. JI .rla aly., ..N. aln.,
Ican f4+7t. L.Wd Ne.w �.5 r 4f•. ,xr{ .. w+. ,.r.ti. �.. Yll vrr
MH I.wl.w...M, w: w....a .. iwaw... !er ...s..e .J.� irw. rN. I.y.d
4s ,.r— awn
CH t_, . 6.VL .J N h 14--, f. ctq. L.,.d I.— f*•ea+ 0M
..e ^,ea Ft.. 70 ..ns
Cl— 1 S.1, ft (),_ ..b. ey wr,a,r ww .I... of h.e )fa+w r+ I wn.a I— ...:.. k.•
SIK . nrrr #r• ti. 1..e.r. '
(H tktatwr rtq. w....t.w.. •, rfa I+.e•J.r � L.J�f tr_ J.r..n ww ..K J.R ..
iC ha w.a e.l ....rr .. fu...t..r ....t..
S.:Y. W "4daca w ASI'N 0 2.117, 4—V f•r O", E ..r.W eiwf n 6'lieN A%FS141 :1'1 '
•• 1. , —N— e.•4 ASTU 0I4a7, Nal d—!4 r . •
••• [e ncgnf..cr -d ASTM 0 207. I.rh •eh �; r 1:4 9snr.s �•• ;,a ..cae I.Y .,1 hm
elcsd w tha. sere-haracx.e,e.f Clv. 111—'IC1w 1IL
The haunching area is most important to the support of
PVC pipe. For good support. the haunching area should be
compacted to the densities given in the Long Term
Deflection Chan.
Figure 2.
ROM-C dc/tspt n Mued to parrnhr ,.
•• This L*IC Scrvcs al a. appJv,.rnate I:ww Ccfntnt awc rc Pfnct& dcn..ncs r6gwd 09:h .acw.n
ftxlk7ds a4 soil ea110,.Sm,on .n CLUm t)1 toil. TIK uhk n n lic"Wd to pn,...k tuw`"r a d is
nt„ trri nr•.entdw Iar W%Icn u.c. Actual des,pn rLueS slrwW Ix dc, k-ipca by ,he enpu.eef 4tx %J. C.f e
t & A lr> llw n.I. moire.•

CONSTRUCTION OF THRUST BLOCKS
• Thrust blocks are anchors placed between pipe or fittings and the solid trench waif. They
can be constructed from available lumber if braced properly.
However, the recommended blocking is concrete which is calculated to have a compres-
sion strength of 2,000 pounds per square inch. The mixture is one par_ t cement, two parts washed
sand and five parts gravel.
Thrust blocks should be constructed so the bearing surface is in direct line with the major
force created by the pipe or fitting. See diagram. The earth bearing surface should be undis-
turbed. Only- the simplest of forms is required. Typical thrust block installations are shown in
Figure B.
FIGURE 8
e
2-1 s

THRUSTBLOCKS3
12.91
Thrust blocking prevents main line from moving when the pressure load is applied. In.ef-
€ect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
caps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, Ilne pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Pipe Line
Dead End
or Tee
900
Elbow
45"
Elbow
22% "
Elbow
11/2"
2.94
4.16
2.25
1.15
2 "
4.56
6.45
3.50
1.78
21/2 "
6.65
9.40
5.10
2.60
3
9.80
13.9
7.51
3.82
31h"
12.8
18.1
9.81
4.99
4
16.2
23.0
12.4
6.31
5
24.7
35.0
18.9
9.63
6 to
34.8
49.2
.26.7
13.6
8
59.0
83.5
45.2
23.0
10
91.5
130.0
70.0
35.8
12
129.0
182.0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:
Soils and Safe Bearing Loads F Lbs.._Sq. Ft.
Sound Shale 10,00b
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay - Can be spaded 2,000
Soft Clay 1,000
Muck 0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed
'Certain Teed and Installation
Code 40-22-16H
511175
2-15

,4771-mdl Waste Management Systems
Start
Evaka to tsgoon or
gux fiat W'QL
■girttan ena rapurn7
sto m" at as Was
(Fn.aboard pka 25-tau.
244VLW storm!
Is an tagow
OMM mom Wan 7r
pumWraret trsaMM
ypivaa7 ,
Yu
is pr CMP B=V"
y�awrq v VAU*1 YJ
ara a b" pWxad?
Y,
Rocad ttn Cm.
kcp ant arr+ouM oe
arnuwt rr+garad t!or aasn
appb=bOn avarR
Do Not Irrigate
UtI-0 T
sow *ads Mti
Ot I , i • rrsta ansty-
-MM 6a MYN or applwuai
At !port 3 trna par Year, $9
cramp, gtdGQupo'-
c�i' - I toopmmr+a
asOLak a+ovks rtrrKe.
No
/ alai ter hrpat
pica-araFaEla rybypan i
rats IGr Qta aW !Morn
\ apP/ad'7 i
Fig. 5-1. Nutrient management and irrigation scbeduiing derision -making f lowcbart.
Basic Soil -Water Relationships
Before attempting to measure or estimate soil -water content, you should
understand some basic sail -water relationships. Important terms you should be
NOrth rarolff= SUM UnrWM7
r

Chapter 3. Proper Application of Liquid Anima! Waste -Type A
I
Table 54. Use of the checkbook method for irrittation schedulint M21eirh location).
PAW' in
Water Additions
Water Losses
soil
Date
at start of
Daily Rainfall Irrigation (Drainage)
at the end of the day
Storage a
Comments
day
PET
inches % of
inches
inches % of PAW
inches
PAW
541
- -
- -
-
Don't know initial
conditions at this time
5.02
- -
-
5-03
1.5 0.1
1.40 100
0.00
Asnune FC reached at
end of day after rain
5-04
1.40 100
0.16 - - -
1.24 89
0.16
5.05
1.24 89
0-16 - - -
1.08 77
0.32
5-06
1.08 77
0.16 -
0.92 66
0.48
5-07
0.92 66
0.16 - - -
0.76 54
0.64
OK to irrigate
5-08
0.76 54
0.16 - 0b4 -
1.24 89 _
0.16
Irrigated 0-64 inches
S-09
E24 89
0.16 - - -
IA8 77
0.32
5-I0
148 77
0.16 015 - 0.27
1.40 L00
0.00
Rain emeeded storage
so had 0.27 inch of
drainage or seepage
5-11
1.40
100
0.16 - -
124
89
0-I6
5-12
1.24
89
0.I6 - - -
1-09
77
032
f
5-I3
1.08
77
0.16 - -
0.92
66
0.49
Lagoon marker
indicates need to
5-14
0.92
66
0.16' 0.48 -
1.24
89
0.16
irrigate
lrrigaed storage at
start of day (0.48 in)
5-15
124
89
0.16 - - -
1.08
77
032
5-16
I.08
77
0.16 022 - -
1.14
81
026
5-17
1.14
81
0.16 - - -
0.98
70
0.42
5.18
038
70
0.16 - - -
0.82
59
ass
Would Ile to inig=
5-19
0.82
58
0.16 - 050 -
1.16
83
M24
Irtigasad 05 inch
5-20
1.16
83
0.16 0.63 - 0.23
L40
I00
0.00
Rain moeeded storage
so had 0.23 inches of
drA=p or seepage
5.21
1.40
100
0.16 - -
124
89
0.16
5-22
124
89
0.16 - - -
IM
77
-----032
5-23
1.08
77
0.16 - - -
0.92
66
0.48 -
5-24
0.92
66
0.16 0.08 - -
0.84
60
0.56
Lagoon. marker
indicat- need to
5.25
0.84
60
0.16 - 0.56
124
89
0.16
Irrigated 056 inches
5-26
124
89
0.16 -
1.03
77
032
5.27
1.08
77
0.16 - - -
0.92
66
OAS
5.28
0.92
66
0.16 132 0.68
1.40
100
am
Rain w/0.68 in
drainage
5-29
1.40
100
0.16 - -
124
89
0.16
5-30
1.24
89
0.16 - -
1.09
77
032
Sze 1
1.09
77
0.16 - -
0.92
66
0.48
Lagoon marker
indicates need to
' Based on a w3ximum plant available water content of the example soil of 1.4 inches
Soil store ge at end of day is amount of plant available water depleted. It is computed as:
Soil Storage (end ofdev - PAW start clay + PET - rao7fLU - irriXanon
+ dne uwaKeJ
SA-10 North Grob CooperativeEatauwn Servue

VVA
AIR RELIEF VALVE
2" PRESSURE RELIEF VALVE
4" FL X 4" MCL ALUMINUM ADPT
4" CERAMIC BUTTERFLY VALVE
4" SCH 30 PVC FL_ ANGE
0--200 ISOLATED PSI GAUGE
2" SWEEP
4" 200 CLASS PVC PIPE
4x4 sch 80 PVC 90 deg e(bow (SXS)
4 3U q7
4x4 X P3 T
I_. ACl11DN
�Cl, MANNING
c-Ll'1 l�
RISER

• Y 6 y
Narrative of'Solid Set Irr-iw,ation System:
1) Startup:
The pump should be primed, and th,:n started by using the puiia. siartei , mel. The gate
valve or butterfly valve should be opened slowly to allow the lines to fill slowly, to avoid
..any sudden water hammer in the pvi: pipe. Once the lines are filled and you have water
corning out of the guns, the valve should be adjusted to the specified pressure in the
Irrigation Plan. Each gun should be run on a riser for- no rnore nine than specified by the
Irrigation Plan.
7) Shutdown
Shut down only involves shutting down the power to your electric purnp and motor. The
guns should be removed and the risers capped ofr to avoid any extra application of water.
3) Regular Maintenance:
Regnrlar checkups and inspections sLoLdd be ntade of the pump. suction brie, risers, and
guns. The suction should be kept clear of any trash, the guns_ punip and motor should be
kept greased. All electrical connections should be kept to code at all tintes.
4) Winterization:
All lines should be drained as much as passible, Suction line should be rtnroved from the
water. Guns should be removed frost risers and the risers should be capped of-T. The
pump and motor should be drained ,-,nd greased

` • ' •IRRIGATION SYSTEM CALIBRATION DATA SHFA~ --`l' FOR S'i'ATIONARS' SPRINKLER
Date Farm Tract No.
Effective sprinkler area: Lateral spacing f t by spacing along lateral ft = ft'
Sprinkler: Make Model Nozzle Dia_ Discharge GMP
Pressure: Sprinkler Pump Pressure
b. Spacing between collection containers (sprinkler spacing (ft)/4) = ft
c_ Number or collection containers
d. Start of Irrigation event
e. End of Irrigation event
f. 'Duration (e-d) hours
g. Operate the system and collect data
rr.,d oiactim
jW;nd Sprid
Gauge Volume Overla; Corrected Deviation
NO. Collected Adjustrnc-::; Volume from average
1
2
3
4
5
6
7
8
9
10
II
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
1.8
A
30
31
32
s
9
13
11
2%
25
29
U
0
0
0
0
0
w
0
2
d
15
11
16
2Y
?6
35
0
0
0
0
0
0
0
0
30
7O
110
10
10
230
270
310
14,20
2a
28
32
0
O
0
O
0
3
0

1
6
9
13
17
21
26
29
0
0
0
0
0
0
0
0
2
6
10
14
18
22
26
30
0
0
0
0
0
0
0
0
3
7
11
15
19
23
27
31
0
0
0
0
0
0
0
0
4
e
12
16
20
24
29
32
0
0
0
0
0
0
0
0
h. sum of all catches inches
i. average application depth (h/c) inches
(i)
precipitation rate =------------- _ inches/hr
M
k. sum of all deviations from the average catch
1. average deviation from average application depth
in. Uniformity coefficient
UC
(i)
Interpret the calibration results.
K®
An application uniformity greater than 75 is excellent for stationary sprinklers.
Application uniformity between 50 to 75 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 50 is not acceptable for wastewater irrigation. If the
computed U, is less than 50 percent, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
i

T t
. fc,
16
pppp�'
FYI� J-
zr""I
I'm lip
kit"
74
ZL

FROM Environmental Ag Services, Inc M-04E NO. : 9105925519
May. 12 1997 04:40PM P02
:sty, � . y1�. �F.,
'hone:,..
:ontaot Perion:
OBTAIN MAPS;
ioalt: ( 1330 [ ) 6b0 [ I other
'ropczty Lir*P/4' [ I yes [ ] no
Land Clearing,. [ I now ( _) fltture
TiONS:
lump to PivoXor highest rser):
Y, Point tb highest elevation
vitntn tht pivot
3acdon. Lift
l) PUMP LOCATION:
maibd wlih a(X)
Dandp of pump site;
?Ower fbi Ptunp ,
'0 1phee tic, [ j 3phse
4o [ diesel
4) TYPB of IRRIGATION
I Center Pvt
over: Markad with a (P)
(] I ph% [ 3 phs [ i Gefieat
Pivot OP bong.,
MELD WORKSMET
SprinklerPacks e;
13 Traveler
Size:
Qas 'Rvbine
Solid Set
5023 [17023 ( L02S ] 8
7) , HOOK FOR i
t wet sects [ ] Homes or wells
bridges [j�ds.or �Ntlnd
[ ] light lints[ mainline tree
[ obeructions [ ] gas Imes
[�1f ditches
8) TYPE ON RISERS
Brown Style ( Std Alu To
9) WASTE WATER INFO,
Numbtr of Animals e,dso
Type of Animals .� o
Acres Rewired
Cost Sham: Tfyeg [ ] no
Type of crops
TWO of crops
Type of crops
Slope of fields %
sail Type _
( I Grower. l Contractor
Contraot For
,County NRCS
10) TYPICAL IRRIGATION:
Crops:
Crops.
Ct'aps;
Soil T*: ,
Inches of 1420 per yr
Avg oom yield
Avg ootton yield
Avtt ueenut vield I
111) PPJCINQ:[
Pivot
i [ %I
TravelBr
[ %]
Pump
[ %)
Ancillary
y ]
M&S Labor
RAP Labor
%]
Pipes
°�)
Pipe per foot
1
Cost ot`Map
[S )
Coat of Deshin
M t
MISC
}MOTES:
ZILIa.,, �^^
22,202
i
9

FROM Environmental Ag Services, Inc PHONE No. 9105925519 May. 12 1997 04:47PM P09
91
SL
1 #Ile TOP -
Aso __ __�� _ 50�.5 ...,..:._�°s.y___.._........?,+.•.�----------•_...Sf.+!•'.., �-.-_.•---�r::r;--•-�....._.._._.._....._..:.. - -! �-..�-i-- � �.
, ., _.. '�- tot1 - ... .. .. .. .. „��_, • ;•-, •,-- --•--- ...._...�.;�.
SPAfACE WATCH is J_E DWMTC,A,
l��FEr Wj�1171 --
' 1 _
Sq
T ._..
IL
= _...... ..

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
BEN LEONARD
6080 Wean to Feeder
April 16, 1997
w
l��
a No"
-LLI
U-
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my knowliog"U dr�lief.
•PZIk CARp4'•r.
21 nkF.SS�pti.;Z9
M. Floyd Adams,
License No. 12273
0YD
•y''�;1;G�tEE��
��i ��P�;,•`•
Dam

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
BEN LEONARD
6080 Wean to Feeder
TABLE OF CONTENTS
ITEM
Lagoon Design Check List
Emergency Action Plan
Design Summary
Lagoon Design
Soil Investigation
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for Lagoon
Typical Cross -Section of Lagoon
VoIume Calculations
Waste Utilization Plan
Waste Management Facility Site Evaluation
Notices to Adjoining Landowners
Property Line Waivers
Waste Management Odor Control Checklist
Insect Control Checklist
Mortality Management Methods
Maps
A. Vicinity Map
B. Topo Map
C. Soils Map
D. Flood Plain Map
E. ASCS Map
F. Wetlands Delineation Map
1

CHECKED BY: M
DATE: 41 t�14-
'
LAGOON DESIGN CHECK LIST
1
CaPY of 026 and maps if clearing involved.
'
2.
Dam safety -
±.%
a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
'
3.
Adequacy of storage volumes -
i/
a. designed volume exceeds needs
'
b. stop pumping volume exceeds treatment volume
C. 25 year storm volume exceeds volume at start pumping
,C
d. actual volume pumped exceeds required volume to be pumped
e. all temporary storage stored above seasonal high watertable
f. sludge. volume included
g, minimum 6 feet treatment volume depth
4.
Operation & Maintenance Plan (sheet) -
-d"
a. begin and end pump -out elevations
'
S.
Location sketch -
a. distances to nearest residence
✓
b. road numbers
'
✓
C. north arrow
'
6.
✓
Hazard Classification Sheet (NC-ENG-34) -
a. distance to nearest stream in event of dike failure
b. distance to nearest public road to event of failure
✓
c. topo map showing lagoon location and information to support a&b
7.
Waste Utilization Plan
a. show ail tracts & field numbers, field acreage, crops
✓
b. signatures of producer & person preparing plan
A(g
C. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
'
d. ASCS maps of fields to be used for effluent disposal
e. soil survey sheets showing all fields
✓
f_ check suitability of soils for crops planned
'
✓
g. include attachment "B" on sampling procedure
h. waste plan is included but prepared by other qualified specialist - this plan is not
part of the engineer's review
'
1

I I
' S. Soil Investigation Sheet (SCS-ENG-538)
✓ a. are sufficient borings trade for size and condition of lagoon
b. borings 2.0' below designed bottom of lagoon
' C. location & elevation of borings in relation to grid survey
d. seasonal high watertable
4.
Seeding specifications included (lagoon dike and other exposed areas around buildings)
10.
Construction Specifications (sheet included)
'
.--
a. need for cut-off trench addressed
_
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
✓
C. protection of litter during initial filling and near flush pipes addressed 'J
'
11.
Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embankment slopes and surface water
diversions
b_ location & dimensions of lagoon & buildings shown (lagoon inside top
measurements shown and lagoon corners identified by grid stations)
'
_✓
C. surface water removal (pipes, outlets, etc) shown
✓
d. soil borings location show
_✓
e. TBM location & elevation shown
'
WA
f. existing utilities located (if applicable)
g. emergency spillway shown (if applicable)
'
12.
Typical cross-section included
✓
a. dike elevation & top width shown
✓
b. lagoon bottom elevation shown
c_ side slopes shown
✓
d. effluent outlet pipe invert elevation shown
C. effluent outlet pipe shown to discharge below water surface
e. building pads - elevation & grade shown
g
f. cut-off trench shown - if required
AIA
g. liner shown - if required
13.
Volume Computations
./
a. excavation
'
✓
b. dike fill
C. pad fill
14.
SummarySheet
'
a. design requirements
_yC
b. excavation volume
✓
c_ fill volumes
d. cut -fill ratio
'
15.
Location of subsurface drainage (if present)
' .�
2

16. Presence of utilities addressed
✓ 17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional limits of municipalities
I
3

SAMPSON COUNTY
EMERGENCY ACTION FLAN
DIVISION OF WATER DUALITY (DWQ) 910-486-141
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-6996
' SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-592--7963
NATURAL RESDURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592--7161
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the 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.
1. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
' listed below:
A. Lagoon overflow -possible solutions are:
' a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
' b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
' d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
' H. Runoff from waste application field -action include:
a. Immediately stop waste application.
' b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further 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 sprinkler-s-action include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further, discharge.
e. Repair all leaks prior to restarting pumps.
' D. Leakage from flush system, houses, solids separators -actions
include;
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
' d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.
1

E. Leakage from base or sidewail of lagoon. Often this is seepage
as opposed to flowing leaks —possible action:
a. Dig a small sI_imp or ditch to catch all seepage, put in a
submersible pump, and pump back into 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 the lagoon bottom as soon as possible.
'
`. Assess
the extent of the spill and note any obvious damages.
a.
Did the waste reach any surface waters?
b.
Approximately how much was released and for what
'
duration?
c.
Any damage noted, such as employee injury, fish kills, or
property damage?
d.
Did the spill leave the property?
'
e.
Does the spill have the potential to reach surface
waters?
'
f.
Could a future rain event cause the spill to reach
surface waters?
g.
Are potable water wells in danger teither on or, off of
the property)?
'
h.
How much reached surface waters?
�. Contact
appropriate agencies.
'
a.
During normal business hours, call your DWQ (Division of
Water Quality) regional office, at 910--486-1541, 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, AND 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) Emergency Management Services at
910-592-899E.
c.
Instruct EMS to contact local Health Department.
'
d.
Contact local Soil and Water Conservation. District
(SWCD), Natural Resources Conservation Service
(NRCS) office at 910-592-796-3 and Cooperative Extension
Service (CES) at 910-59E-7181 for advice/technical
assistance.
'
4: If none
and explain
of the above works call 911 or the sheriffs Department
your problem to them and ask that person to contact
the proper agencies for you.
11

1
1
J
1
1
1
1
1
1
1
1
1
1
i
1
1
1
5. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contract ors Name: _
b. Contractors Address:
c. Contractors Phone:
b. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name: M,t=,1Tjj "Ms. ?C,
b. Phone: q!a" �Q- it -In
7. Implement pr o"c-edl_rr'es as advised by DWa 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.
B. If YOU are a contract swine grower associated with a swine
company integrator, contact the company representative at
1--910--592-5771

DESIGN SUMMARY
NAME; LIEN 1_EIINARD
COUNTY: SAMPSON
TYPE OPERVIT 1 ON: 6080 WEAN -FEED
TOTAL REQUIRED VOLUME
TOTAL DESIGN VOLUME AVAILABLE
ESTIMATED:
VOLUME OF LAGOON EXCAVATION
VOLUME OF PAD FILL
VOLUME OF DAM
TOTAL EXCAVATION
TOTAL FILL
CUT -FILL RATIO 1.19 :1
TOP OF DAM
FLEVATION
54.0
START PUMPING
ELEVATION
51.7
STOP PU14P I NG
ELEVATION
49. 3
BOTTOM
ELEVATION
43.0
BEGIN PAD
ELEVATION
i4. 0
END PAD
ELEVATION
54.3-
411534 CU F1
427560 CH FT
11353 CU YDS
11 CU YDS
7805 CU YDS
171 CU YDS
y-517 CU YDS

'
LAGOON DESIGN
�perator:PEN LEONARD County: SAMPSON
Date: 04/11/97
Has
the site evaluation been completed & approved:
Y
'.
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
=
0 lbs
sows (farrow to feeder) x ��� �22 lbs.
-
0 lbs
'
0 head (finishing only) x 135 lbs.
-
0 lbs
0 sows (farrow to wean) x 433 lbs.
-
0 lbs
6060 head (wean to feeder) x 30 lbs.
=
182400 lbs
'
Describe other - _
0 lbs
Total Average Live Weight =
18400 lbs
,.
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
'
Volume = 182400 cubic ft (includes 0
cu. ft. add. treat. vol. )
'.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 45600.0 cubic feet
i.
TOTAL DESIGNED VOLUME
'
Inside t o p length (feet) --------------------------
Inside top width (feet) ---------------------------
280.0
210.0
Top of dike elevation (feet)-----------------
54.00
Bottom of lagoon elevation (feet)-------------
43.00
Freeboard (feet) --------------------------------
1.00
Emergency spillway depth of flow(feet)-------
0.00
Side slopes (inside lagoon) -----------------------
3.0
1
'
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE LENGTH
WIDTH
DEPTH
3.0 3.0 3.0 3.0 274.0
804.0
10.00
'
AREA OF TOP
LENGTH * WIDTH =
'
274.0 204.0 5589E (AREA OF
TOP)
AREA OF BOTTOM
'
LENGTH * WIDTH =
214.0 144.0 30816 ( AREA OF
BOTTOM)
'
AREA OF MIDSECTION
LENGTH # WIDTH * 4
244.0 174.0 169824 (AREA OF
MIDSECTION
* 4)
'
CU. FT. = [AREA + (4*AREA MIDSECTION) + AREA
BOTTOM]
* DEPTH/6
p rTOP
5589E 169824
30816
1.67
'
Total Designed Volume Available
=
427560 CU. FT.

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon Stop of dike)
( Length * Width ) + Surface area of connecting waste facility
280.0 210.0 0.0
58800.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 58800.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & "rine production in gal./day per 135 lb. ALW 1.37
Volume = 182400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 333184 gals. or 44543.3 cubic feet
Volume of excess water
Volume = 1222.9 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 29427.2 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation — 13.3 inches
180 days rainfall - 21.7 inches
Volume = 21.7 in * DA / 12 in. per ft. = 106330 cubic feet runoff
Volume = 13.3 in * lagoon DA/12 in. /ft = 65317 cubic feet evap.
Volume = 41013 cubic feet

J. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 68600 Cubic feet
t, Additional volume as follows:
TOTAL REQUIRED
TEMPORARY STORAGE
'
5A.
44543
cubic
feet
5B.
29427
cubic
feet
5C.
41013
cubic
feet
5D.
68600
cubic
feet
5E.
0
cubic
feet
TOTAL.
183584
cubic
feet
'
SUMMARY
Temporary storage per--iod===============_====>
180
days
Rainfall during wettest period of storage===>
21.7
inches
'
Evaporation during storage period===========>
13.3
inches
25 year - 24 hour rainfall__________________)
7.0
inches
Heavy rain=====----=-===M==-=_-_-__==-=4====}
7.0
inches
Freeboard======================.=============)
1.00
feet
'
Side slopes_________________________________)
3.0
: 1
Inside top length =================== ========>
280. 0
feet
'
inside top width=========== == = === ===========>
210.0
feet
Top of dike elevation___________________====1
54.00
feet
Bottom of lagoon elevation==================)
43.00
feet
'
Top of sludge elevation=====================)
44.50
feet
Total required volume=======================)
411584
cu. ft.
Actual design vole_tme========================)
427560
cu. ft.
Seasonal high watertable elevation (SHWT)===>
48.00
feet
'
Stop pumping elev.===-_____-=_____==---_-=__>
49.30
feet
Must be > or = to the SHWT elev.=== = ====>
48.00
feet
Must be > or = to min. req. treatment el.=>
Min. Required treatment volume==============>
49.00
182400
feet
cu. ft.
Volume at stop pumping elevation========_ ==>
191087
cu. ft.
Start pumping elev._________________________>
51.70
feet
'
Must be at bottom of F.B. & 25 yr. rainfall & heavy
rain
Act. vol. less 25 yr. and heavy rainfall====)
358960
cu. ft.
Volume at start pumping elevation===========>
357292
cu. ft.
Required volume to be pUmped================>
114984
cu. ft.
'
Actual volume planned to be pumped==========}
117524
cu. ft.
Min. thickness of soil liner, when required==>
1. 5nf�eet
'
DESIGNED BY : J. . Nt-� APPROVED BY:
, yc 4UW fl 1 .
Q
DATE: 410 i 47 DATE:

` S.OIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITE
,,—IGrow.er's
Name
,,.r f-CdnaR(�
� County . SAM r-'`54rV
Date
I97
State N C _
'
SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE MADE
1
y
t<5 gel
�
[
1
r4O
CVLTUTAL
-,�EsaU4ccs
0$5E2vEiD
_ Depth
BoringNtunber
<<
Ft.
1,
2
3
4 so.(.5
St-5
6
7
$
9
10
al
�
5
5�
��►
'
1-2
5
S
SC
5c
s c
2-3
CL
ICL-
s
34
c
L
C,c
L 4.o
45_`
'
C�
c
5-6
r, L
CL
c L
'
6-7
CL
C L
CL
c L
`
Boer. tLEV•
43•0
7-8
C L
,. c —
C.
8-9
OAA
3-0
4�.n
9-10
c
L
Lc�
r�
'
10-1.1
rL
Srn
11-12
L
L
sm u2d
=-
12-13
J426
SHWT (Seasonal
High Water Table)
Signature & Title
1.
_�
Date 3 f 719 7 _

1 TYPES OF MATERIAL ENCOUNTERED IN BORING
r
j
UNIFMD CLASSIFICATION
GW
Well graded gravels; gravel, sand tnix
SC Clayey sands; sand -clay mixtures
GP
Poorly graded gravels
ML Silts; silty, very sands, sandy or clayey silt
GM
Silty gravels; gravel -sand -gilt mix
CL Clays of low to medium plasticity
GC
ClaM gravels; gravel -sand -clay mix
CH Inorganic clays of high plasticity
SW
Well graded sands; sand -gravel mix
MH Elastic silts
SP
Poorly graded sands
OL Organic silts and silty clays, low plasticity
SM
Silty Sands
OH Organic clays, medium to high plasticity
L Suitable material for liner is available Yes �� No
Remarks:
ket p a oj0a v� a w .� �vn 5 %5 z .
2. Explain hazards requiring special attention in design (seepage, spring, rock, etc_)
_ 3.
General Remarks: The soil borings for this investigation represent only that particular confrrred area If during
construction, different materials are encountered, necessary modifications will be made in design. At the time of certifi-
cation, the waste treatment lagoon must meet all NRCS standards and specifications including liners, side slopes,
compaction, capacity and other requirements_
Depth
Boring Number
Ft.
11
12
13
14
15
16
17
18
19
20
0-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
4
L12-

U. S. Department of Agriculture
NC-ENG-34
Soil Conservation Service
September 1980
'
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
'
Landowners+ e,4 LkpNR/-> -_
County SAMPboni
Community or Group No.
Conservation Plan No.
'
Estimated Depth of Water to Top.of Dam II
Ft. Length of Flood Pool 3 on' Ft.
Date of Field Hazard Investigation 4 !0 9 y
'
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
'
Est. ETev.:Est. Elevation
Kind of :Improvements: of Breach
Reach: Length:'Width: Slope: Land Use
Improvements Above :Floodwater Above
'
Flood Plain. Flood Plain
�__
Ft. Ft. %
_
: Ft. W Ft.
•
r . CANAL U ITC11
COWE47 a/A "}/A
'
2
SR I ooL
1
3
'Describe. potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SVDD€N BREACH OF Tnc- S-roZuc.+gkC vii" NOT
' Chusc SIGQ1F4CAnT :DPM.A&E o Al} =MPRDVEMEN-,S O' f ,—MM SLUE LIME
Anp 18bo' To COLVEQi 5( 1oa2.4 rap-4 3zoo' To Lirrjr CogA$e1E:
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) a
Dam Classification (1, I1, III, IV, V)
By GUa� A AVAV ntA� .��w,. SYa . Date 4f lo(y7
t amen �. (title)
' Concurred By E Date 4l (..1s�____
name title
NOTE. 1. Instructions on reverse side.
2. Attach additional sheets as needed.

OPERATION -AND -MAINTENANCE -PLAN
'
This lagoon
is designed
for waste treatment (permanent storage) and
180 days
of temporary
storage. The time required for the planned
fluid level
(permanent
and temporary storage) to be reached may vary
doe to site
conditions,
weather, flushing operations, and the amount
'
of fresh water
added to
the system.
' The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - ;24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
' of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
' pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan_ Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
' Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
' weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gurf irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start -yap. Pre -charging reduces the concentration of the initial
' waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
L. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
' before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
' reaches the elevation 51.70 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.30 . This temporary
storage less 25 yr and heavy rain contains 114575 cubic feet or
857021 gallons.

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

' SHEET 1 OF G
SPECIFICATIONS FOR CONSTRUCTION OF WASTE 1-RE'ATMENT LAGOONS
' FOUNDATION PREPARATION:
fThe foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
' the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior,
' to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
' pleted-excavation and completed earthfili shall conform to the lines,
s
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
' shai1 be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
' equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a diectiOTI parallel to the main
axis of the fill. Clayey soils shall be,compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for, compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Constriction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre --feet ar more fall ,_ender the Jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
' from the constructed height to the downstream toe of the dike_
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
' LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
' NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION, A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When ar`•eas of unsuitable material are encoLint ered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie �- CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

' SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimUm water content of the liner material shall be Optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
dut-ing placement of the liner-. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum eater content relates to the soil material being too wet
' for efficient use of hauling equipment and proper compaction, proper
compaction of the liner incl�rdes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
' or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
' The single most important factor affecting the overall compacted perme—
ability of a clay liner, other than the type of clay used for the
liner,, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab—
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay sails, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
' The soil liner shall be pr-otected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
' or using flexible outlets on waste pipes.
Alternatives to soil liner^s are synthetic liners and bentanite sealant.
When these are specified, additional construction specifications are
' included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
' VEGETATION`
' All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc—
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
--------------------------------
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SEEDING -SPECIFICATIONS
AREA TO BE SEEDED: E.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER I TO NOVEMBER 30
' FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
'
0. 0
LBS.
' PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0
LBS.
HULLED COMMON BERMUDA GRASS AT B LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
'
SEEDING DATES: APRIL 1 TO JULY 31
0.0
LBS.
UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY I TO MARCH 30
80.0
LBS.
RYE GRASS AT 40 L.BS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER-I TO MARCH 30
'
LBS.
---- -
' APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
E00.0 PALES 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 B
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

°���'��t.�--; �-r-rf'-r-�-I�-�--a-i-i�-�i-i-�=��={-; i-I--�•�a-�-��•����--i-�-i-�--�-�-�--�-i-�--{=�-�-u=T-�'�-{-{==i=:l�=�r-t��-�{-Hsi-rri-;-i-�-1�-�:I�a-1�i�:�:l-i_��:i
IBMMEMO
d �m
RIME m 0
am walimmal.111111mr, Ilimmuilimimill, Milli ill I W_" MI
TH-
*vs
----- -IN
Ij
, t t I
Y- -
r
�_
p {Y j -T -Tf 1 y f —1
I 1 1
I _ ' E � � `�-, , ynl j �. i F_� v i I_ i-�i .'.�'_'1 ��y - 1= '— _ -r -• �_ .
1.
` _ .� I � �" 17. '-�� � �I " I ' t 1-� -i--' I I_ _ -I �(-- F ��-r- T ,�y _ _ - � I .� _�_ _t-_ _t-� !_>• _ I ;. ..-(- ' I--t' j �-- r z .(- •-� •-4 r -•�- � --�-i-"-•-•-� 1!� 1+• -I � .Irj._ -�- -•jI� ' -� ' - - - - f _
I-..(..T• I I {-•1 i 1 i � I -#�' I -i" �,-(-�• "O 1 :I � �-�-"��I- - •`*= - - - r _ _ _ _ _I I .�
, �-�i�'"f'T`;�`�-1"""""I^- �•�--.-..�. ,--•-.-••�_I--�--,--�-. ;- fJ' q I lQ. __,_._.., � � �� f I-1' I -S t_ I I. -I � I_ f I I
T. � 1 I rt US 1 ii I r-• _� _�� � I -1 I � f
_}. -Cw _ :j--j ' -1- -�- i -.� �._ _ _ _(-• - -•-;-- - - -;
mot. i i .,..
M � i I« -i
1114-
_�.Q �« I I ;� � � -; �E�- - - -f1. - I��I .{.». .I I _ I _ lr��= A ��__.,.#-•-�_.1..,_,_.�.^ _�{.�_ _i_,,
_ 1- T ,
Y,CL �1q , `p { N r 1 I� ; 'I- 1 t----.. ,N-' _ i i. IPy�-?- f- I - •-I- - , , ---f T"• �•_' ; - `-�- - ,_ _ .
17
, I
}
_ } - � i jI � � I i� I •Y I 1 e t i � --�-I-t-- '-1 I '
� I __ lrl i'! I i-�� i f E I� fi �N i� � 'I•-- i I r .
r• 7- --�- I.� I }} w��,�_ i i __IT(�. I �I i__j••-��_-{j 1!1_•�JO C1_�o�Tt� _ _ �•� _�..} I I f I.._ I j
". -�- ,I t. ' _ _� _.j _ _j. I i 1 -� _�� I-_�_� � � " _ i f•,� `fa'- _ - -�"` _ - - - - - - -�- ^�--�•_� - i � 'i ? t-?-+�-f i - ; �
iL
_l.. _, i _ � i-I F�� � 1 ' I � 1 _ T_ yQQQ�l�•: at -t- � - - -rt- _ __ _ _
��_io "f 1 — - —#----�--� i—� 1. { I' j t j -
... f r

"e N "�,J
SAMPSOni C.c .
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
Confinement Bldg.
rr¢, 5¢, a
/ --L-z - - -- .. : - - - .
Settled Top Elevation 54.o
Pipe Invert Elevation
51.7
i iS S -3
Pit
�'
-s �
I,
Pipe (Needs toZ be adequa ely ��
supported) ,�
Bottom Elev t'on 43-
T SS 3:
Treatment
Lagoon
1
Depth = 8.'7
SS 3:1
a i
NOTE: FLEXIBLE PIPE SHALL BE ATTACHED TO OUTLET PIPES TO DISCHARGE WASTE BELOW LAGOON SURFACE.
RIP -RAP OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY
LINER

rr
LEQPfA0.
54.0 .o
freeboard (11.0 foot minimum) I/
u
o Depth of 25—yeor, 24—hour storm event on lagoon surloce GF@r, e;
o et<a*er 6.s!-FFew �wse
n *Heavy Rainfall' Factor — As a minimum must be equal to or greoter than the (�
5t,'y depth of 25—year, 24—hour storm on the lagoon surface
aT Depth of normal precipitation less evaporation on the lagoon surface Maximum elevation
°o accumulated during the treotment period for pump ON
u Maximum operating level Volume o manure, wostewaler, and excess water occumuloted Maximum drowdown
6 loot minimum
_I 3d 3
11otsl
Iha minimum treatment volume for on
anoarobic wools Irealment lagoon Is
based on vololrle solids.
Minimum treolmenl volume (MTV)
Volume of accumulated sludge for period
between sludge removal events (SV)
IFIGURE A — TYPICAL ANAEROBIC LAGOON CROSS SECTION
--- Pump OFF
4 looit minimum
�5 _— — — —
li
It on smergon;y spillway Is used. the design depth
of flow must be added to the freeboard.
M to Z in
n it � U1
r.,�• to
to Z
to n

'
OH-Vew-1.44
US Department
of
AgriCLIltLtre
Soil Conservation
Service
PLANNED
QUANTITY CALCULATIONS
prepared for
n L-7- PA 1` E C3 P4" F;z n
in
SAMPSON County, North Carolina
Designer
: GLENN CLIFTON
Checker,
Date
: 04/11/97
Date
LAGOON EXCAVATION
1 ** EXCAVATION * I
FILL
tof
Left Might
Ciff--CL
i CL Dist I Area
Volume I
Area
Volume
dth
SS SS
(ft)
I Sta (ft) I (SgFt)
I 1
(Cu. Yds) I
I
(SgFt)
(Cu. Yds)
8
?, : 1 3: 1
156. 0
1 54+. 7 1 1208.6
1
0.0
1 45 1
2'045. ` 1
0.0
138
: 1 3,1
156. 0
1 1 +00 1 12'29. 4
1
0.0
I 100 1
6904.6 1
0.0
�:38
3-.1 3:1
156.0
1 2+00 1 1394.7
1
0.0
1 87 1
11353.4 1
0.0
1 Z38
3: 1 3: 1
156. 0
1 `BED+. 7 1 1376.2
1
0.0
1
1

1
OH-Ver-1.44
US Department of Agriculture
'
Soil Conservation Service
CRASS -SECTION DATA
QUANTITY CALCULATIONS
prepared for
EAEf%4 1_EH: C3r%J"1ZI?
' in
SAMPSON County, North Carol i na
I
Designer : GLENN CLIFTON
Checker
Date : 04/ 1 1 /97
Date
Job Number 943
LAGOON EXCAVATION
TEMPLATE DATA:
Beginning Elevation = 43
Beginning Station 54+.7
54+. 7 to 286+. 7 C\ 3CL 138/3
0.00000 ft /ft
I.C.'TION NUMBER 1
Centerline Station 541-.7
' ORIGINAL DATA:
100.0 / 50.4 200. 0 / 50. a 300.0 / 50.6
400.0 / 50.9
ICTION
NUMBER 2
Centerline Station 1+00
' ORIGINAL DATA;
100.0 / 50.6 200.0 1 50.6 300.0 / 50.7
400.0 / 51.1
1.,CTION
NUMBER 3
Centerline Station 2'+00
ORIGINAL DATA:
100.0 / 51.4 200.0 / 51.5 300.0 / 51.6
400.0 / 51.8
SECT ION NUMBER 4
Centerline Station 256+,7
'ORIGINAL
DATA:
1.00. 0 ! 51. ` 200.0 / 51.5 300. 0 / 51. 4
400.0 ! 51.7

'
GFVer-1.44
US Department of Agriculture
Sail. Conservation
Service
PLANNED
1
DUANTITY
CALCULATIONS
prepared for
REhf
LEQMAF?n
in
SAMPSON County,
North Carolina
'
Designer,
: GLENN
CLIFTON
Checker
Date
: 04/11/97
Date
Job Number 944
PAD FILL
I ** EXCAVATION
FILL
op
Left Right
Off--CL
I CL
Dist I Area
Volume I
I
Area
(SgFt)
Volume
(Cu.Ydz)
dth
SS SS
(ft)
I Sta
(ft) I (SgFt)
(CU.Yds)
1
40
3:1 4:1
15.0
I
1 3+25
i
1 0.0
1
957.2
1
55 1
0.0 1
1903.0
340
3:1 4:1
15.0
1 3+80
1 0.0
1
911.3
I
c0 1
0.0 1
2575.8
F40
3:1 4:1
15.0
1 4+00
1 0.0
1
905.4
1
90 1
0.0 1
5758. 5
340
3:1 4:1
15.0
1 4+90
1 0.0
1
1004.2
1
10 1
0.0 1
6130.4
LO
3:1 4:1
15.0
1 5+00
1 0.0
1
1004.2
1
4; 1
0.0 1
7805.2
�40
3:1 4:1
15.0
1 5+45
1 0.0
1
1005.5
1
1

�D FILL (continued) 04/11/97 page i
CTION NUMBER 5
Centerline Station +00
JORIGINAL DATA:
0.0 / 51.4 100.0 / 51.4 200.0 1 51.4 300.0 / 51.4 400.0 / 51.5
ICTION NUMBER E
'Centerline Station 5+45
ORIGINAL DATA;
0.0 ! 51.6 100.0 / 51.3 200.0 ! 51.4 300.0 / 51.4 400.0 / 51.5
1
1
1
1

II qf-Ver-1.44
CROSS-SECTION DATA
auAN"f i 7Y CALCULATIONS
prepared for
R F= r l L L iC) rtl j=W F Z L]
in
US Department of Agriculture
Soil Conservation Service
' SAMPSON COIAnty, North Carolina
Designer : GLENN CLIFTON Checker
Date : 04/11/97 Date
Jab Number 944
PAD FILL
TEMPLATE DATA:
Beginning Elevation = 54
Beginning Station = 3+25
3+25 t o. 3+80
D/.3CL340\4
0.00000
ft /ft
.:,+80 to 4+90
D/3GL340\4
0.00250
ft/ft
4+90 to 5+45
D/3CL340\4
0.00000
ft /ft
NUMBER 1
`CTION
Centerline Station 3+2,5
ORIGINAL DATA:
0. 0 / 50. 6 100.0 / 50.8
200.0 / 51.7
300.0 ! 51. S
400.0 / 51.7
CTION NUMBER 2
Centerline Station +80
ORIGINAL DATA:
0.0 / 50.7 100.0 / 51.0 200.0 / 51.8 300.0 / 51.1- 400.0 / 51.8
I
SECTION NUMBER 3
Centerline Station 4+00
ORIGINAL DATA:
0.0 T. 50.8 100.0 ! 51. 1 200.0 / 51.8
_2LOO.0 ! 51.7 400.0 1 51.8
CTION NUMBER 4
Centerline Station 4+90
,ORIGINAL DATA:
0.0 / 51. 4 100. 0 / a 1 . 4 2=00. 0 / 51. 4 300.0 / 51.4 400. 0 ! 5 1. 5

U.S. DEPARTMENT
OF AGRICULTURE
NC-ENG-12
NatUt-al
Resources
Conservation
Service
Rev. 6/82
'
EARTHWORK
COMPUTATION
SHEET
NAME:
BEN LEONARD
SFTTL.EU
TOE' DIKE
ELEVATION
54.0
TYPE EARTHWORK:
X Dike
SS _
121_Top:
Excav:
Pad
STATION
ELEV.
FILL
END AREA
SUM OF
DISTANCE
DOUBLE
-_---_
__-_HEIGHT
�-GROUND
Y�R(Sq�-Ft`)
END AREAS
(feet)
--VOLUME
0
50.6
3.4
75.48
60
50.5
3.5
78.75
154.233
30.00
4627
1
13171
50.4
3.6
82.08
160.83
100.00
16083
16
50.E
3.8
88. 92
171.00
86.00
14706
L9`
-.3
3.4
75.48
164.40
76.00
12494
9�
51.4
2.6
51.48
126.96
100.00
12696
478
51.2
2.8
57. 12
108.60
86.00
9340
566
51.5
2.5
48.75
105.87
88.00
9317
671
703
51.5
51 7
4.5
2.3
48.75
43.47
97.50
92.22
105.00
32.00
102311
E951
.
I
-----------------------
1. Double Volume of Fill =
46225.5
Cu.
Ft.
2. Volume of fill (line 1/27) -
1712.1
Cu.
Yd.
'3.
Allowance for settlement (5%)
85.6
Cu.
Yd.
4. Total Cubic Yds (2 + 3)) _
1797. 7
Cu.
Yd.
Computed by: A-Avv-, Cl'
Date: 04/11/97 U
Checked by:
1
'
11'

' WASTE FLAN
UTILIZATION
Fir oduccr------:PEN LECJNARD r-_ - �------Caunty:SAMF'SON
Name of Farm--; PEN LEONARD
' Location------: 1964 OLD SALEMRUR(i RD
r RO rESURO -`N7�C28382
Type Opprat ion----------------:WEAN-•FEED
Number of Animal ------------- ; 6080
Storage Structure --------------.Anaerobic Lagoon
Method of application----_--: Irri gat i on
1 Amount of waste produced per year--------------�---: 2567' tons/year
Amount of plant available N (FLAN) produced/ year-'." 2918 lbs./year
' The waste from your animal facility must be land applied at a
specified rake to prevent pollution. of surface water and/or.
groundwater. The plant nutrients in the animal waste should be use
' 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.
I Annual soil tests are strongly encouraged so that all plant
nutrients can by 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-:
I. Always apply waste based on the needs of the crop to he grown
and the nutrient content of the waste. Do not apply more
nitrsogerli 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.
1 3. Normally waste shall not be applied to land eroding at more
than 5 tons per acre per -year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per~ acre per, year, providing that adequate filter -
strips are established.
4. Do not apply waste on saturated soils, when it is raining, or
when the surface is frozen. Either of these conditions may
in runoff to the surface waters which is not allowed under DWQ
regulations.
5. Wind conditions should also be considered to avoild 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
red�.ice odor problems.
' Thi's plan is based on the waste application method shown above. If
you choose to change method's in the future, you need to revise
this plan_ Nutrient levels for different application methods are
' not the slime.
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

' Pa 9 e 2
' 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 the crop type. Lime must be applied to maintain pH in the
Optimum range for specific crop production.
This waste utilization plait, if carried out, meets the
requirements for compliance with 15A NCAC 211 .02-17 adopted by the
Environmental Management Commission.
YOUR WASTE UTILIZATION FLAN IS RASED ON THE FOLLOWING:
Tract
Field Soil Crop
Yield Lbs. N Acres Lbs. N Month to
No.
No. Type Code
/Acre /Unit Used Apply
L.:_099
====7
-
A=YB=== 85.4
50.00 10. 0 700 MAR-OCT
2099
7 Ay8 K
N/A 50.00 * 10.0 500 S-APRIL
'
Total 10.0 32100
Available Nitrogen
(includes commercial) 2918
'
Surplus Or Deficit -282
Crop codes: Crap -unit
A=Curley--bu. -----_
I=Oats-bu.
(qt-Bermudagrass (graze)
-tons J=Rye--bu.
C=Dermudagrass (hay) -tons
K Small grain (rgrµaze)-acre
'
D=Corn(grain) -bu.
L=Smail grain(hay) --acre,
E=Corn(5i1age)-tons
M=Sorghum(grain)--cwt.
F=Cott rn-1 bs. lint
W=Wheat---bu.
G=Fescue (graze) -tons
Y=Fescue (past 1_tre)-tons
H=Fesou e(hay)-tons
Z=BermUdagrass(pasture)-tons
Applying the above amoI_int of
waste is a big .job. You should plan
'
time and have appropriate equipment
to apply the waste in a timely
manner.
1

r c.yC —
' The applicator is cautioned that p and K may be over applied while
meeting the N requirements. In the future, regulations may require
farmers in some parts of North Carolina to have a nutrient
' management plan that addresses all nutrients. This plan only
addresses nitrogen.
' lrr 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 ray or silage, care should be exercised
not to to let small grain to --each 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. Feather than cutting small grain for --
hay or silage _just before heading as is the normal situation, you
are encouraged to clot 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.
Permudagrass should be grazed or- mowed to a height of about two
inches before drilling for best results.'
' Caution must be exercised in grazing or haying summer" annuals
under stressed conditions. Nitr-•ate poisoning may occur, in
livestock. Sampling forage or hay for, nitrate_ -levels is
' recommended.
Acres shown in the tables are considered to be the usable ack,es
excluding req+_rired buffers , filter strips along ditches, odd
areas unable to be irrigated, and perimeter~ areas not receiving
full application rates due to equipment limitations. Actual total
' acres in the field 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 provision for periodic
land application of sludge at agronomic rates. The sli.tdge will be
nutrient rich and will requir-e precautionary measures to prevent
over application of nutrients or other elements. Yours production
facility will produce approximately 438 lbs. of plant available
nitrogen per year in the sludge.
' If you remove sludge every 5 years, you will have appr-oximately
2189 lbs. of PAN to utilize. assuming you apply this RAN to
hyGrid bermudagrass hayland at the rate of 300 lbs. of nitrogen
' per acre, you will need 7 acres of land. If you apply the
sludge to core, at the rate of 1�'O lbs. of nitrogen per acr~e, you
will need 18 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.
1

Page 4
APPLICATION OF WASTE BY IRRIGATION
1 The irrigation application rate should not exceed the intake .rate
of the at the time of irrigation such that runoff or pondinq
occur-s. This rate is limited by initial soil moisture content,
soil str--ucturf, soil texture, water droplet size, and organic
solids. Tile application amor-int should not exceed the available
' water, holding capacity of the soil at the time o.f irrigation nor
should t-he plant available nitrogen applied exceed the nitrogen
needs of the crap.
' If surface irrigation is the method of land application for this
plan, it is the responsibility of the producer and irrigation
designer- to ensLire that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to apply the
rpcammeDUCd r~Grtc�s and amounts of nitrogen shown in the table may
make this plan invalid.
' The faliawing table is provided as a guide for establishing
application rates and amounts.
Tract Field Soil
Crop AppIicc
Applic
No. No. Type
mate
Amount
(in/hr)
(irrches)
Zoe ,) —7 A y 8
C 13 -GgAt .35
! .
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.
1

1 Page 5
' Your facility is designed for 180 days of temporary storage and
the temporary storage must be removed on the average of once every
& months. In no instances should the volume of the waste be stored
' in your structure be within the `5 year 2'4 hour storm storage or
one foot of freeboard except in the event of the 25 year 24 hour
st: orm.
'
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 the tables. 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
anaIysis report for assistance in determining the amount of waste
per acre and the proper application rate prior- to applying the.
waste.
NARRATIVE OF OPERATION

I
Page 6
1
11
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: DEN LEONARD
Owner/rlanager 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 Car-olina. Division of Water Quality (NCDWQ) befog-e the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to the surface waters
of the state from a storm event less severe than the 2'1-fear, `4-
hour storr�i. 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: DEN LEONARD
('lease print)
Signature -
Name of Manager(If different from owner):
Si gnat acre:
' Name of Person Preparing Flan:
(Please print:)
' Affiliation:
Address:
Prestage Farms, Inc.
P O Box 438
Clinton NC 28328
Date 1111 PIL L� 47
Dat e :
G. Glenn Clifton
Phone: [phone]
Slgnat F_rre: J. d't9", CV�'� Date:_ 4111 r97
I

' EXHIBIT A-8
WASTE IITILIZATION PLAN
REQUIR_= SPECIFICATIONS
r
' 1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
' discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
' producer either owns or has an agreement for use of,adecuate
land on which to properly apply the waste. If the producer does
not own adeauate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste utilization Plan when
' there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
' 3. Animal waste shall be applied to meet., but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless theri are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
'-- at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
' the field. (See FOTG Standard 393 -Filter Strip)
S. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
' danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
' flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
' does not occur during a season prone to flooding. (Sea "Weather
and Climate in North Carolina" for guidance.)
7. Liauid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur off_site or to
surface waters and in a method which does not cause dri_t from
the site during application_ No ponding should occur in order
to control odor or flies.
81. 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 cro_s 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 shculd also be considered.
' Page: 8

EXHIBIT A-9
WASTE UTILIZATION PLAN
RE (FIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than-100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied oa
grassed waterways that discharges directly inton 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.
15. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: - 9 .

' WASTE UTILIZATIDN PLAN ExxrsrT a-ia
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plant 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..
1 20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
' should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
' be required to mark the maximum storage volume for waste
storage ponds.
I=
22. Waste shall be tested within 60 days of utilization and
soil
-
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
'
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when
thes
metals approach excessive levels. pH shall be adjusted
for
optimum crop production and maintained. Soil and waste
'
analysis records shall be kept for five years. Poultry
dry
waste application records shall be maintained for three
(3)
'
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets
North
'
Carolina requlations.
IPage: 'la

North Carolina Agricultural Extension Service
Agri -Waste Management
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker
I. SAMPLE COLLECTION ,
A. Semi --Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of
manure from different locations using nonmetallic
collectors.
. ii. From storage
a. Collect about 2 lbs of manure from under the surface
crust avoiding bedding materials and using nonmetallic
collectors.
B. Liquid Manure Slurry
i. Under -slatted --floor pit
�4 a. Extend a 1/2" nonmetallic conduit open on both
ends into manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a
thumb over end of conduit) trapping manure that
has entered lower end, remove and empty slurry
into plastic bucket or nonmetallic container.
C. Take subsamples from 5 or more locations or at
least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample
container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid
manure chopper -agitator pump or propeller agitator.
b. Take subsample from about 5 pit locations, from
agitator pump or from manure spreader and place in a
plastic bucket.
*Professor and Extension Specialist, Biological and Agricultural
Engineering Department, North Carolina State University, Raleigh, NC

1 ^ Attachment 8
Page 2 of 3
IC. Mix and add 3/4 pint to a nonmetallic sample container..
' C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid From inflow
pipe to flush tanks in a nonmetallic sample container.
' ii. From Lagoon
a. Place a small bottle (1/2 pint or less) on end of
14-15" pole.
b. Extend bottle 10--15' away from bank edge.
• C. Brush away floating scum or debris.
d. Submerge bottle with 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times
' around lagoon, mix and add 3/4 pint to nonmetallic
sample container.
D. Broiler or Turkey Litter - -
' i. House Litter
' a. Visually 'inspect litter for areas of varying quality
e.g., areas around feeders and waterers, and estimate
percent of floor surface in each area.
' b.- Take about 5 litter subsamples at locations
proportionate to item a. E.g., if 20% of litter
of similar visual quality is around feeders and
waters, take 1 subsample there and the other 4
subsamples from remainder of floor surface.
' C. At each location, collect litter from a 6". by 6"
area down to earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix
and add about 2-3 lbs litter to a nonmetallic sample
container such as a 1-gallon freezer bag and seal.
ii. From Stockpile
a. Take subsamples from about 5 locations at least 18"
1 into pile.
b. Mix; add 2-3 lbs to nonmetallic sample container and
seal.
I. SAMPLE PREPARATION AND TRANSFER
' A. Place sample into an expandable container that can be sealed.
residues from container with clean water but do not use
disinfectants, soaps or treat in any other way.
1

Attachment B
Page 3 of 3
B.
Pack sample in ice, refrigerate, freeze or transfer to, lab
quickly.
'
C.
Hand -delivery is the most reliable way of sample transfer.
D.
If mailed, protect sample container with packing material such
'
as newspaper, box or package with wrapping paper and tape.
E.
Commercial sample containers and mailers are also available.
Contacts:
L A&L Eastern Aarieidtural Lab. Inc. W. Poiyfown Packers
7521 Whiten hood 2320 S. Poster Ave.
'
Riehnv n 1. VA 23237 Wheeling' IL OWSO
Plt: 18041 743-9401 Ph: (3121 398-0110
'
g. Fisher 5eientifie Cc iv. NASCO
3315 Winton Road 901 JanesviUo Ave.
Rateigh. NC 27E04 Ft AWMOM WI 33538
'
F,
Private analytical labs are also available, but sample analysis
costly. -
'
G.
The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
t
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Ray Campbell
1
ii. Forward $4.00 along with the sample.
iii. Include the ,following identification information with
sample:
' a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock -usage (swine --nursery, finishing; turkey
breeders, brooderhouse, grower, number flocks grown
on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry;
swine --pit slurry, lagoon liquid, sludge; broiler -
house litter, stockpile)
iv. Routine analysis performed on all samples: N, P, K, Ca,
' Mg, Na, S, Fe,
Mn, Zn, Cu, B
.v. Additional analysis performed upon request: DM, Mo, Cd,
Ni, Pb

10
United States
' �6,P)
Department of
Agn culture
1
n
1
n
1
1
Natural
Resources
Conservation
Service
WASTE MANAGEti'MNT FAC31= SITE EVALUATION
GENERAL INFOR.�IATIO: i
NAME 4r-kj LEONMZb
i9co4 nt SgLENBURG Bb,_
Ra I' orao t1C. z
ici.EPHONE 9to - 5ZS -- S7 Z fo
LGCA1110N 2-0 M ILLS WeST O°
5_AtEM6uR6, or4 M-466
GP. Rb ( rooz.) R
SI= OPERATION rOaBo VJE F n - FC LD
LOCATION DATA
DIST,-'L'ICE FROM NEAR.ESP RESIDENCE'70T OWNED BY PRODUCER ;�- 156 o FT.
DISTANCE FROM NEAREST PUBLIC FACUJTY (school, earth. cw-) y 5aoo FT.
IS STIE WITHIN 100-YEAR FLOOD PLADV YES NO ✓
If yes, MRCS cannot provide assistance.
IS SITE AT LEAST 100 F 1% FROM A "BLUE LINE- PERE.NNLkL STREA-le YES ✓ NO _
If no, site must be relocated.
IS SITE VnTHN 1 '.'.= ZONING JURISDICTION OF A MU. IICIPAI.I7Y? YES NO ✓
If yea, landowner should consult with local zoning board about required
Permits. Permits must be obtained prior to design approval.
ARE UrHJ 1E.S IN CONSTRUCTION AREA? YES _ NO
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation
NC-CPA-17
R EE-V. 1, 2-95
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES _ NO ✓
If yes, producer must complete Form MRCS-CPA-38 (Request for Certified
Wedand Determination/Delineation).
WILL ACTION RESULT IN SWAMPBUSTING? YES NO ✓
IF WETI ANDS ARE INVOLVED, IT IS THE RESPONSMUM OF THE PRODUCER TO CONTACT THE US ARMY CORP OF
ENGINEERS AND TBE DIVISION! OF ENV ERONMLItr AL -MANAGEMENT TO DETERMINE IF PERb+LIT3 ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE_
NRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, MRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference.
ODOR CONTROL
IiAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WDID DIRECTION? YES �! NO
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 YES NO
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT LY LAND APPLICATION YES NO
OF WASTE?
1

f
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
NC-CPA-17
REV. 1. 2-96
Page 2
OTHER FUNVIRONNIFAKrAL FACTORS
IS ENDANGERED ANDIOR THREATENED SPECIES HABITAT PRESENT? YES NO ✓
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNL14G AREA OR
WILL PLANNED ACTIONS M(PACT ON AN ADIACE,*1T NATURAL SCENIC AREA? YES VO ✓
IS XN ARCHAEOLOGICAL OR IUSFORICAL. SITE LOCATED D7 THE ?L-; `NNED AREA? YES _ NO ✓
ARE THERE PRWZ UNIQUE, STATE OR LOCALLY DAMRTANT FARM LANDS LEI THE YES ✓ NO
OPERATING UNIT7
WILL THE ACTION RESULT IN SODBUSTING7 YES _ \O ✓
If the answer to any of the above is yea, P1RCS will not provide technical
assistance unless agency poiicv is followed
WA= NfAVAGVNIE.NT
DOES PRODUCER OWN ENOUGH LAND TO PROPF-UY LAND APPLY ALL WASTE YES ✓ NO
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED LNT. EQUENTLY?
IF NO. DOES PRODUCER HAVE ACCESS TO MORE LAN1)7 YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEIMF.NT ON LAND YES NO _
ON WHICH TO APPLY WASTE?
(Attach Waste UtW=tion Plan to site evaluatiota.)
SOIL zfvFSTIC ATIONi - VALID ONLY IF SOIL INVESTIGATION
SEMET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES ✓
NO
IS A LINER REQUIRED?
YES
NO
TYPE OF LINER TO BE USED:
CLAY ✓ BE.YTONFIE SYNTrIMC
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
YES ✓
NO
STIE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
YES
NO
ACCESS TO CLAY7
IS ACORE TRENCH REQUIRED?
YES
:40 V
(Attach sail investigation sheet to site evaluation.)
IS SUBSURFACE DRAW TILE PRESENI7
YES _
NO +�
(If yes, tile must he removed or plugged)
SITE APPROVED YFS _ NO , CONDITIONAL
COM2AENTS
THIS SITE DrvESTTGATION is VALID FOR TWELVEMONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWELVE MONTHS, ANEW SITE LyVES'IZGATION WU-L BE REQUIRED_
SIGNATURE DATE 3 1 7 7
t� Changes is the local or state law or changes in the standard could require a new site investigation.

SENDER:
•complete items 1 amuor 2 for additional cervices.
I also wish to receive the
1
m
■(,omplete items 3.4a, and 4b. foflvtving services (for an
■ Print your name and address on 01e reverse of Phis form so that we can velum this extra fee
m■
card to you.
Attach this form to the front o1 the mailpiece, or on the back if space does not 1. ❑ Addressee's Address
rli
a,
■write'Retum Receipt Requesred' on the mailpiece below the article number. 2. ❑ Restricted Delivery
■The Return Receipt will Slew to whom the snide was delivered and the date
rl
delivered.
Consult postmaster for fee.
a
o
is
3. Article Addressed to:
4a. Article Number
0
0 — �� C
6
n
4b. Service Type
❑ Registered Certified
Ir
rn
'
❑ Express Mail ❑ Insured
❑ Return RecW for Merchandise ❑ COD
A
7. Date of Delivery
S. eceived By. (Print N )
8. Addressee's Address (Only if requested
I
and fee is paid)
3
fi. Sigrlatu ( tie Agent)
f-
o
X �j
3811,
Domestic Return Receipt
PS Form Decem&r 1994
1 N
m
n
au
m
m
m
0
1
m
C.
E-
o
'
U
7
0
T
m
1
3EN©EH:
■ Complete items 1 and/or 2 lw addition[ services.
I also wish to receive the
■C.ornpleteitems 3. 4a, and 4b.
fofloMng services (for an
■ Pdrt your name and address on ere reverse of this loan so thal we can return this
extra fee):
card to you.
this form to the front of the mailplece, or on the back if space does not
1, ❑ Addressee's Address
permit.
■ Write'Retum Reaerpr Requested' on the mailpiece below the arWe nu rnber.
2. ❑ Restricted Delivery
�}
■ The Return Receipt will stow to whom the article was delivered and the date
delivered.
Consult postmaster for fee.
Q
m
to:
teal.
By:
x
PS Form 3811,45ecemb994
4a. Article Number
�Wa
tIt
C
4b. Service Type
m
❑ Registered
Certified
¢
m
❑ dress Mad
❑ Insured
G
❑ Retum Receipt for
Merchandise ❑ COD
7. Date of Delivery
B. Addressee's Address (Only if requested
c
and fea is paid)
_
t-
Domestic Retum Receipt
SENDER: .....
6C4mplete items 1 arrdror 2 for addiborW services.
I also wish to receive the
■COUplate items 3. 4a, and 4b.
a PAnt par name and address on the reverse of lfvs form so dW we can return this
following services (for an
extra fee):
i■
m
card to you.
Attach this form to A+a front of the mailpiece, or on the back if spacw does not
1. ❑ Addressee's Address
ai
at
a Write'Ratrm Rek 00 Requested' on the mi ilpiece below the artide raritbec
isThe Retprn Receipt with glow to whorn the article was doWevad and the date
2. ❑ Restricted Delivery
�
0
delivered.
Consutt postmaster for tee.
m
3. Article Addressed to:
'
4a. cla Number
m
CC �
of
4b. Service Type
m
❑ Registered Certifled
❑ Express Mail ❑ Insured
E
o
j(
❑Return Reoetpt for Merldtartdlsta ❑COD
�
o
7. Date of De[ivery
5, Received By: (Print Name}
S. Addressee'S Address (Only if requested
S
and tee is paid)
3
6. Signature* Addressee or Agent).
r-
m
I
PS Form 3811, December 1994 Domestic Return

4d")
p
Stout=m:
■compiewaems t and/or 2 for additional services.
I also wish to receive the
'
■ Corrrplete items 3, 4a. and 4b.
loltowing services (for -an
al
■ Prim[ your name and address on the reverse of this ferns so that
we can return rlrs extra fee):
j
card to you.
■Anach this form to the front of the mailpioCe, or on the hack if space does nor 1. ❑ Addressee's Address
Oi
C7
2'
a,
permit.
■Write'Aerum Recoo Requested'on the rstadpiece befow the tidicle number. 2. ❑ Restricted Delivery
0
'
■The Return Receipt will show to whom the article was delivered
delivered.
and the date
Consult postmaster for fee_
e-
v
2
3. Article Addressed W
4a Article Number
JZ 7
m
E / 1
E � // ,,,, fir N� ��t.
u
-20 �2—
4b. Service Type
❑ Registered Certifiedcc
42
to---�.d�
�•f "`�—
l❑�
'u
❑ Express Mail Insured
�
[I Return Receipt for Mercliettdise ❑COD
7. Date of Dvery��
7
0
Cc
5. Received By: (Print Name)
8. Addressee's Address ((Ynfy it requested
and fee is paid)
6. Signature- (Addressee or Agent)
M-
XIn I1.'
'
PS Form 3811, December 1994
Domestic Retttm Receipt
t1
'
.
°'
SENDER:
I also wish to receive the
�
m
aCorrtp>tete items t arrdlor Z for additiarraf services.
■ Complete items 3, 44. and 4b.
following services (for an
m
■ Print your name and address on the reverse of this form so that we can return this
extra fee):
card' Alta to you.
■ this form to the hoot of the mailpieoe, or an the bade it space does not
1. ❑Addressee's Address
�
a,
■ Wriie'Retum Recafpf Roquestad' on the rnaApiece below the anide nurnber.
2. ❑ Restricted Delivery
N
a The Return Receipt wjll show to whom the article was delivered and the date
delivered.
Consult postmaster lot fee.
a
0
�
'
a
3. Article Addressed to:
d
E
'
o
U
.-. .. .. -. ��.~. .a.�.. -
Q
L V
1
aCr
5. Received By: (Print Name)
a
O
0
6. Signature: tAddrasseearAgent)
X
jC
PS Form 3811, D66mber 1994
�r
m 4
m
W
m
d
m
c
o _
d
d
a
E
0
U
6
o X5,
PS Form 3811,
-01
4a. Article Number
a
f
E
4b. Service Type
w
m
❑ Registered Certified
❑ Express Mail ❑ Insured
5
❑ Return Receipt for Merchandise ❑ COD
m
7. Date of Delivery
r
S
/7 47
2 I
0,
8. Addressee's Address (Only it requested
I
and fee is paid)
t
r �
I
Domestic Retum Receipt
• l•
■ Complete items t and/or 2 for additional sw*". I alsp Wish to receive the
■ Complete items 3, 4a, and 4b. }Of104Y1n ■ Print your name and address on the reverse of this form so that we Can return this g services (for an
card to you. extra fee):
■ Attach this form to the front of the 111006ce, t# on the back if _m
pods. space does not 1. ❑ Addressee's Address U
■ Write'Relum R i`
scalps Regrresfed'an the malfp;eoe be the an number. 2. ©Restricted Delivery to
The Aetrrm Receipt w,b stww to whom the ardde was delivered and the date
delivered.
(Addressee or
-I
fgcaY
1994
Consult postmaster for fee Q-
m
4a. Article Number
m
S� S
413. Service Type
3
❑ Registered Cerpfied
a:
❑ Express Mail ❑ Insured
2
❑ Return Receipt for Merchandise ❑ COD
7. Date of livery,
_ _
{{
d
0
✓
S. Addressee's Address (tansy ifrequested
and fee is paid)
m
I'
Return Receipt l
4;

U
Ll
■ Complete tfenes f and/or 2 for additional sernces.
]also WISH to receive the
-Complete items 3, 4a, and 4b.
following services (for an
• P,nt your name and address on the reverse of this form so that we can return this
extra fee):
card to you.
■ Attach this form to the horn of the mailpiew. or on the back it space does rW
1. ❑ Addressee's Address
N
`5
pe'nol
• Wnio'Refum Receipt Requested' on the mailpiece below the article nurltber.
2- ❑ Restricted Delivery
rn
• The Retum Receipt wilt show to whom the aside was delivered and the dare
a
detiv©red.
Consult postmaster for fee.
ai
3. Article Addressed to
4a. Article Number
/111 0 '` W
5.
6. Signature: (Addressee or Agent)
X
PS Form 3811, December 1994
-2s'-1 7 10 wF
4b. Service Type
C,
❑ Registered Certified is
❑ Express Mail ❑ Insured
❑ Retum Receipt for Merchandise ❑ COD
7. Date o1 Delivery77
°
r
13, Addressee's Address (Only ifreques ed`
and lee is paid) _
r
M
r' SENDER:
v ■Comptete items 1 and/or 2 for additional services.
I also wish to receive the
'
m
•Complete hems 3, 4a, and 4b_
■ Print your name and address on the reverse of this form so that
we can return this
following services (for an
extra fee):
i
card to You.
■Mach this form to the front of the maelpiece. or on the bark d space does not
1. ❑ Addressee's Address
e
f
'
m
t
■ Wale'Retum Receipt Requested' on the mailpieco below the article number.
■the Retum Receipt will show to whom the amide was defrvereC and the date
2. ❑ Restricted Delivery
rj3 4
i
delivered.
Consult postmaster for fee.
a
o
3. Article Addressed to--
.
4a. Article Number q/1
l
�
4b. Service Type
f
u f
❑ Registered Cettf-fed
Cl Express Mail ❑insured
X
�E I
[I Return Reoeo for Merchandise: ❑ COO
7. Date of Deliveryr
17
5. Received By-. (Prin(Name)
8- Addressee's Address (Orly it requested
lee IS
i
r l
and paid)
6. Sig Addressee ent)
Li~IGYI�
� I
m
Xrt
1_ !
PS Form 3811, December 1994 Domestic Return Receipt
1 ,
m SENDER:
9 ■Cempiete items 1 and/or 2 for additional services. I also wish to receive the
m . !
GanWl¢de Items s, 4a, and 4b.
■ Prim your name and address on the reverse of this form so that we can return this.
ILmowtng services (far an
extra fee):
)
m
Card to you.
■Attach ittis form to the front of ttte mailpiece, or on the back it space does rut
f
1. ❑ Addressee's Address
U
a
m
■ WnWRotum Receipt Requested'on the mailpiece below fhe article rwmber.
■The Retun Receipt will stow to whom the articio was deiivered and the date
2-0 Restricted Delivery
t j
«R
c
�^ro�•
Consult postmaster for fee.
m
a
-a
2
3. Article Addressed to:
4a. Article Nlmtber
a
Cc
z
E
E
7t(, � � ,�
t'
4b. Service Type f
/�
9 i o ��Cii� h) t-�
❑ Registered RSl Certified
/
ElExpress Mall ❑ Insured
rA
�
(�
❑ Return Recegrt for Mercftartdse ❑ COD
n
7t
7. Date of Delivery
--17-
�
Q
i.
5. Received By, (Print Name)
a. Addressee's Address (O fy it requested
c
and toe is paid)
r
6. S: (Addressee or A I
r
o
Xignatu
PS Form 3811, December 1994
Domestic Return Receipt

1
n
Ij
r- SENUEH:
2 • Complete items t antllor 2 ro+ additional services. I also wiSft 10 receive the
In•comptefe hems 3. 4a, and 4b. following services (for an
a
■ Prim your name and address on the reverse of this form so that we can return this extra fee
card to you. of
y • Attach this form to the front of the maitpiecc, or on the back d space does riol 1 - ❑ Addressee's Address U
permil.
q, +Write'Ratum Receipt Requested' on the mailpiace below the artide number. 2. El Restricted Delivery CD
L ■ The Retum Receipt will show to whom the aside was delivered and the date
delivered. Consult postmaster for fee- a
o m
3" Article Addressed to: 4a. Article Number w
E
CL
F r,� �, �� 4h. Service Type
0 '}
!1 ❑ Registered Cenified
Z*
❑ Express Mail Insured in
in
❑ Retum Receipt for Merchandise ❑ COD '
7. Date of Delivery
do -� _ 9 0
5. Received By: (Print Name) 8. essee's Address Only if requested
and fee is paid)
r-
3 6. Signature: (Addy ssee or Agent)
o •�
PS Farm 3811, Decernt 994 Domestic Return Receipt
w
0
SENDER:
■Complete items t and/or 2 for additional services.
I also wish to receive the
•+
• Complete items 3, 4a, and 4b.
following services (for an
m
Q1
■ Print yomr name and address on the reverse of this form so that we can return V*s
extra fee):
card to you.
ai
j
o
~Attach this farm to the front of the rnaiipiece, or on the track d spaoe does not
1. ❑ Addressee's Address
cD
perm.
■ Write•Retum Receipt Requested• on the railpieCo below the amide number.
2. ❑ Restricted Delivery
-E
■ The Retum RaCeipt wi0 show tv whom the amide was delivered and the date
Cdelivered.
Consult postmaster for fee.
a 3. Article Addressed to:
m
U U
Cr
5�P;7,;_Y&
: (Prini Namee)
U.11cc ef/ &_
6� Signature: (Addrims6e or Agent)
x
PS Form 3811, December 1994
- SENDER:
'o ■ Complete items t and/or 2 for addilionaf Services"
m ■Complete items 3, 4a, and 4b-
a ■ Print your name and address on the reverse of this form so that ti
card to you.
y ■ Attach this form to the froel of the mailpiece, or on the back d spr
m permit.
am ■ Write -Return Receipt Howosred'on the mailpiece below the anti
t ■ The Return Receipt will stow to whpm the at ide was delivered e
delivered.
0
3- Amide Addressed to:
m
E
0 o Ct �
Lv �
S. Rec y; rint ame) _
s. Signature: due rA ent)
o
m
P5 Form 3 11, December 4
4a. Article Number
m
Y
E
4b. Service Type
a
❑ Registered Certified
Express Mail ❑ Insured
c
❑ Return Retch for Merchandise ❑ COD
Z
7. Date of Delivery
�^
a
8. Addressee's Address (only if requested
i
and fee is paid)
CU
H I
1
}}
Domestic Return Receipt
I also wish to receive the
following services (for an
can mum thfs
extra fee):
does
1. ❑ Addressee's Address
m
numbw.
2. ❑ Restricted Delivery
N
the dale
Consult postmaster for fee.
a
m
a
�
4a. Article Number
aJ Z F d. -�
4b. Service Type
�'
m
t
❑ Regisfered Certified
cc
En
❑ Express Mail ❑ Insured
S
❑ Return Recut for Merchandise ❑ COD
7. DIof Delivery
`/fl-"!er1
>.
8: Addressee's ess (Only if requested
and fee is paid)
�
'
F-I.
l
i
Domestic Return Receipt

[I
1
r SENDER:
f also wish to receive the
-o
-Complete items t and/or 2 for additional seances.
following services (for an
Cr
m
■ comptele items 3, 4a, and 4b.
- Print your name and address on the reverse of this form so
that we can return this
extra fee):
u
W
card to you.
- Attach this form to the horn of thm e ailoic�. ar on the back
d space does not
1 _ ❑ Addressee's Address
permit.
[ Wuested' On rho arlprece below the
• Wnte'Refrrm ReceipWm
snide number.
2. [1 Restricted Delivery
r!
m
.HC
-The Return Receipt w5d show to wtam ttxl article was delivered and the data
Consult postmaster for lee.
p.
a
�
daivered
3 Article Addressed to:
a Article Number
S
Ir
w
a
�� A 4%1+eb
r
4b. Service'Type
E
m
Cc
o
❑ Registered Certified
� �D �a �� rf vLr,
❑Express Mail Insured
Uj
a3
❑ Refum Receipt for Merchandise ❑COD
`
l� 1►'i (C3 N , "�
7. Date of Delivery
o
T
5. Received By: (Prfn! Name)
8. Addressee's Address (CJnly i1 request
Y
=
t
and fee is paid)
� 6.5ignatv7re: d e orAgsnt)
0
PS Form 3811, December 1994
SENDER:
V- Complete items 1 and/or 2 for additional services.
m - Complete items 3, 4a. and kb.
0 -Print your name and address on the reverse of INs form so that we ran return this
card to you_
a
-' at ■ Attach this form to the frord of the maitpiece, or on the back if space does not
�+ Pe irl-
-Wale-Holum Receipt Aequested'on the rnailpiece below the article number.
t -The Reftun Receipt will show to whom the article was delivered and the date
delivered.
1
1
Q
-a 3. Article Addressed to:
V �(� ,f
o ' i f le -A t t • fi(��ll �(e �"
'3414_05
5. Received By:
6_ Signature: (
(Print
or
m
X
PS Form 3 11, December 1994
rn
I also wish to receive the
following services (for an
extra fee):
m
1. ❑ Addressee's Address
a'
2. ❑ Restricted Delivery W
Consult postmaster for fee. Q
4a Article Number
Para-5.
4b. Service Type
❑ Registered
El Express Maii
El Return Receipt for
7_ DaM of Delivery
and fee is paid)
a
u
ry
�E
Certified cc
m(
❑ Insured
m
rq�rest
ii.�) f
m
L
Domestic Ret4V&e6t
m SENDER: - - -
ro ■Compt6te items 1 and/or 2 for additional services.
1 else wish to receive the
■complete dean 3, 4a, and 4b.
following services (for an
m ■ Print your harm and address on the reverse of this form so that we can return this
extra fee):
a card to you.
j ■ Attach "s term to the from of the nuv1piece. or on the back d space does not
1. ❑ Addressee's Address
n
•
yWn Aefum Recuipr Requested' on the mailp ece below ttlo article number.
2, ❑ Restricted Delivery
cn
« ■ The Return Receipt will show to wham the aride was delivered and the date
-
delivered.
Consult postmaster for tee.
3. Article Addressed to:
CL
--
CC
7
5. Received By: (Print Name)
3 6. Signature: (Addressee'orAgent)
PS Form 3811, December 1994
a
,cie 2-r
4b. Service Type
m
❑ Registered Certified
rn
❑ Fxpress Mail ❑ Insured
=
❑ Retum Receipt for Merchardse ❑ COD
7. Date of Darry
l l
� ( `1
o
7
0
B. Addressee's Address (Only if requested
and tee is paid)
F
1`-
Domestic Hetum Hecelpt

Date: - �2� 192-7
TO WHOM IT MAY CONCERN:
9. W41kef' --- . understand that,gePN L. LEaw4 b, is goine to
construct rn e r r t on his/her land which is located within 460 feet
of my property line. I further understand that present state regulations require a distance of 500
' feet. I have no objections to R400 4. .-E.tt,UAp�- s utilization of his land in this manner.
'Zf-- J'b 'V - d
Signature
1
1
NORTH CAROLINA
COUNrrJ(
I a Notary Public for the county and state aforesaid, hereby certify
[hat personally appeared before me this day and acknowledged/Y�,trl./,I�.
the: exec �tion of the forego g instrument.
' Witness my hand and notarial seal this the 1 day of , 19 9 7.
otary Public
My commission expires:_a-.i DOD_
11

1 ,,
Date: 'frr — / T 19-?l
' TO WHOM IT MAY CONCERN:
I,L./A!q understand thatetgLNI .. 44wA,-?A -is going to
construct %3yinme on his/her land which is located within 0 feet
' of my property line. I further understand that present state regulations require a distance of 500
' feet. I have no objections to&AY 4. 4,sawo b T .s utilization of his land in this manner.
Signature
NORTH CAROLINA
COUNTY
I X , a Notary Public for the county and state aforesaid, hereby certif4/lnr., wk��
' tha 14. personally appeared ber'ore. me this day and acknowledged
the execution of the foregoing instrument.
' Witness my hand and notarial seal this the /-7 day of 19 7.
' N Lary Public
My commission expires: 62 -/S/. a Q
t
r�

Swine Farm Waste Management Odor Control Checklist
P���P�\ ■III�P4� 11�1�
Source Cause BM.Ps to Minimize Odor Site Specific Practices
Farmstead • Swine production ❑ Vegetative or wooded buffers;
0 Recommended best management practices;
C3 Good judgment and common sense
Animal body surfaces ► Dirty manure -covered animals 0 Dry floors
Floor surfaces • Wet manure -covered floors 0 Slotted floors;
❑ Waterers located over slotted floors;
0 Feeders at high end of solid floors;
0 Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits • Urine; 0 Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; O Fan maintenance;
Dust ❑ Efficient air movement
Indoor surfaces • Dust 0 Washdown between groups of animals;
r3 Feed additives;
O Feeder covers;
0 Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon
❑
Flush tank covers,
liquid while tanks are filling
❑
Extend fill lines to near bottom of tanks with
.
anti -siphon vents
Flush alleys • Agitation during wastewater
❑
Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon
❑
Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations • Agitation during sump tank
a
Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater 0 Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

wr �r - rr it r� r it ■r r � r r r ■rr r rr it � r•
Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater 0 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; 0 Proper lagoon liquid capacity;
Biological mixing; O Correct lagoon startup procedures;
Agitation 0 Minimum surface area=to-volume ratio;
❑ Minimum agitation when,pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; ❑ Irrigate on dry days with little or no wind;
nozzles • Wind drift ❑ Minimum recommended operating pressure;
❑ Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition, ❑ Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying 0 Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface i Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying ❑ Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading; ❑ Soil injection of slurrylsludges;
spreader outlets • Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions white
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
• Carcass decomposition
O
Proper disposition of carcasses
Dead animal disposal
• Carcass decomposition
0
Complete covering of carcasses in burial pits;
pits
❑
Proper location/construction of disposal pits
Incinerators
• incomplete combustion
❑
Secondary stack burners
AM .- November 11, 1996, Page 4

Source Cause HMPs to Mloltni= Odor _ - Site Specific Practices
Standing water around • improper drainage; 17 Grade and landscape such that water drains
facilities, . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads ❑ Farm access road maintenance
public roads from farm
access
Additional Information :
Available From :
Swine Manure Management; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Rec4arge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

r r r r r r ii �■r it• r �r a� r it• Ir r r r lr
Insect Control Checklist for Animal Operations
Source Cause
BMWs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids
0 plush system is designed and operated
sufficiently to remove accumulated solids from
guners as designed.
f9 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids
D Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
S inches over more than 380/9 of surface.
Excessive Vegetative • Decaying vegetation
f] - Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Feeders • Feed Spillage 0 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of.decaying wastage.
❑ Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer -,'I 5-30 day interval
during winter).
f7 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products),
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AM.— November 11, 1996, Page 1

■r M Ml �r r �r rr �r r �■r �r r rr �r rr r� r� rr irr
C .�
Source Cause BIAPs to Control Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
❑ Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes ❑ Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) whert manure is loaded for land
application or disposal.
0 Provide for adequate drainage around manure
stockpiles.
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11, 1996, Page 2

t
1
1
1
1
Mortality Management Methods
(check which method(s) are being implemented)
D Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
❑ Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

a
d
m m m m m m m r m m m m m m m m m m m

d^•s a ,_r ,}� S�•' '-���'e 11 �'r �:r
,\ ,► \� �`�---\. \� .,. �� ' - • � it ' /'� -���� � � i I ;•r�'�, _'�'= ? ;�;1 ..\' � _ ��,.• .
Ni 14
og
'-`ti` ``` �, I ` .m' L w - •.� - � ,ti � /__"`� •�,. �� , .`ti! ..��I I •[��, try _ "\
i ,• U mom°
�cl
�4t� Y oo z 4,
i!
�i,.: __ �_.-_� _. _ —.sue,; � �, i• -� � } : _ '-.-� � I"` �� .! .,� .—...:. 0.__ � .-- — _ s.,

........ .......
VI
oq
'ITf
'root
Wo
...... ....
IN
Tj
If
-777,
... ?vi
jt
in,
iz�
as -1- 1
IF, 9

1 �f iwil _y ••�
•f r•Jl•JIr{'. t'�
,I I t
"+" 7./r 1, i'�'��Avr ♦ Nt �.or-rS'•iw ia>"Al
• � ' .i t •�1I
Ali
+•
}� 1
+ � • ':\p� � J"}[ � fir" �'Y�r'�A }-.��i�!3.
t'� �I' i '• R � F
I rs rtF
?��ti�r' r �`�f jrr 7+S1FSadjFp.Y'.t'All 31
�: r• --
Tr•c.t ..
�� �,� �'r S itrJ �, .F■r�{A�`z,,y,,, it..� `� it
!' r � GJr�' f : IY i y1M'�� {�i; M 1 �+i /� � �y +{•)f i � .
V 1 v (� M -k K. l� �•G + I \- =113. �u� � �G i.
Ir •• h r• 611`�itij4.!. ' , r I Ith�nG`! rl`••tE r � �(ce.1 ��11'1 s�m "�Y` «�".
�{ 1t I i i. ' }4„ t r,.igva �,e � •+ '! �`�•1�,�{ F ,s< �++ 7
e � tiro � r r i � �1e fi� -nrf- � � �! �l�,e„`. �r r fG y A! ••�� 1' 4, r� -- i _� r°�•�
•{ f ..�.-y;i��r Y L �,.r t7
,fir !••7 ��"�'yrn �r�^Yhl.F i' � -ti^ rl 4 i;,5�lb +t{� R $ '�l> ~r �.{�'�elu '�•,• F>x.
„J{rxr
vi
°A Inf FYF°di tr t." I kh t �yIs s': !s •i �� r.
f 4 �� . !�r}•4 ! � t j{•1'` °f'i7 i d `trI t 1+� ]'^�f�'+u` _ � ,,\ Yy r ra �•:
't rr SM
r 1�1 =I
t i i
itt, e;
� y, l�'Y �+y�e n iv. Y• ��`.r t f $ - 1:�kt Y( di��, x3y1,
5 1 a � �-• 4 �t �. - t ..gyp Y �
. �^ti `h��r� ��r� rl r p 1� 1 l r?� !rr t,r�K '1 .. +, r� :I.:•i � �,�,� r 9
cj,r � �'; ........nbjil'?:�G:�F1 �EZ-�• �1.7I.3Y._

—* 2-rot 5 o o, 4 -7 q
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number. 82-701
Facility Name: Ben Leonard Jr Farm
CerGFea operator Name: Ben Leonard
County. Sampson
Operator Number. AWS 22396
I. Current liquid level(s) in inches as measured from the current Uquid 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 spi[ways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: f
Spillway(Y or N): N
Level(inches): 26
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Pans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume 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 facilitys 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 fatality, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
hereby certify that 1 have reviewed the information listed above and included within the
attached Plan of Action, and to the hest of my knowledge and ability, the information is
accurate and correct.
Ben Leonard Jr Phone: 9IN596-7481
Facility Owner/Manager (print)
Date: 03127/2015
Facility Owner/Manager (signature)

30 DAY DRAW DOWN PERIOD
I_ TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1_ Structure NamelIdentifier (ID): 1
2 Current liquid volume in 25 yrJ24 hr. storm storage & structural freeboard
a. current liquid level according to marker
26.0 inches
b. designed 25 yr.l24 hr. storm & structural freeboard
27.0 inches
c. line b - One a (inches in red zone) =
1.0 inches
top of dike surface area according to design
d. (area at below structural freeboard elevation)
fi8200 ft2
e. line c/12 x line d x 7.48 gallcnW
42611 gallons
3, Projected volume of waste liquid produced during draw down period
L temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 44543 ft3
h. current herd # 3000 certified herd 91 608D
actual waste produced = current herd # x line g = 21978 ft'
certified herd #
i. volume of wash water according to structural design 29427 ft 3
j. excess rainfall over evaporation according to design ©ft3
k. (lines h + I + j) x 7.48 x 30 daysAine f=- 64085 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 03/13/2015 2.54
m. ((lines e + k)11000) x One I = 271 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown Wow)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANWOR 25 YR124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 1
line m =
270.8 Ib PAN
2. Structure ID:
line m =
Ib PAN
3. Stricture ID:
line m =
lb PAN
4. Structure ID:
line m =
Ib PAN
5, Structure ID:
line m =
Ib PAN
6. Structure ID:
line m =
Ib PAN
n.lines 142+3+4+$+6= 270.81bPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT RE APPLIED DURING THIS 30 DAY PERIOD.
ERB=©
1i
11
v. 10121 FAN available for all Uelds (sum of column t) a
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) _
x. Crop's remaining PAN balance (line v from section III) =
y. Overall PAN balance (w - x)
212b.3 ID. FAN
270.8 Ib. PAN
2126.3 Ib. PAN
-1855 lb. PAN

Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an optlon for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd poputaHon and lagoon freeboard levels at the
receiving facility.

Waste Utilization Plan
Producer: Ben Leonard Jr
Name of Farm: Ben Leonard Jr Farm
Location: 1964 Old Salemburg Rd
Roseboro NC 28382
Phone: [phone]
Type of Operation: Wean -Feed
Number of Animal: 6080
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year.
County
Sampson
PAR 75 20
t]i3�(p-FAYF�vl�,k,�F�{��MIAr 1F�f(1F
2567 ton/year
2918 lbs./year
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 the 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 not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications 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
RECEIVED I DEAR I DWQ
A0UIPRR'PR0TF(:TI0N SECTION
MAR 17 2009

Ben Leonard Jr Farm
Page 2
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 the 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.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
12164
1
Aycock
CB -Hay
6.3
50
3.67
1156
MAR-SEP
315
12164
2
Aycock
CB -Hay
6.3
50
3.08
970
MAR-SEP
315
12164
3
Nahunta
Com1SB
125
1.06
.1.53
203
FEB15-JUN
133
12164
3
Nahunta
wheat
60
1.53
1.53
141
SEP-MAR
92
12164
3
Nahunta
Soybean DC
38
3.84
1.53
223
APR-SEP15
146
12164
4
Nahunta
Corn/SB
125
1.06
1.69
225
FEB15-JUN
133
12164
4
Nahunta
wheat
60
1.53
1.69
155
SEP-MAR
92
12164
4
Nahunta
Soybean DC
38
3.84
1.69
247
APR-SEP15
146
12164
5
Nahunta
Com/SB
125
1.06
1.78
237
FES15-JUN
133
12164
5
Nahunta
Wheat
60
1.53
1.78
164
SEP-MAR
92
12164
5
Nahunta
Soybean DC
38
3.84
1.78
260
APR-sEP15
146
12165
6
Nahunta
ComlSB
125
1.06
1.80
239
FEB15-JUN
133
12165
6
Nahunta
Wheat
60
1.53
1.80
166
SEP-MAR
92
12165
6
Nahunta
Soybean DC
38
3.84
1.80
263
APR-SEP15
146
12165
7
Nahunta
Com1SB
125
1.06
1.88
250
FEB15-JUN
133
12165
7
Nahunta
wheat
60
1 1.53
1.88
173
SEP-MAR
92
12165
7
Nahunta
Soybean DC
38
3.84
1.88
274
APR-SEP15
146
12165
8
Nahunta
COrn/SB
125
1.06
1.92
255
FEB15-JUN
133
12165
8
Nahunta
wheat
60
1.53
1.92
177
SEP-MAR
92
12165
8
Nahunta
Soybean DC
38
3.84
1.92
280
APR-SEP15
146
12165
9
Nahunta
Com1S6
125
1.06
2.06
274
FEB15-JUN
133
12165
9
Nahunta
Wheat
60
1.53
2.06
190
SEP-MAR
92
12165
9
Nahunta
Soybean DC
38
3.84
2.06
301
APR-SEP15
146
12166
10A
Exum
CorntSB
130
1.06
1.90
262
FEB15JUN
138
12166
10A
Exum
wheat
60
1.86
1.90
213
SEP-MAR
112
12166
10A
Exum
Soybean DC
42
3.84
1.90
306
APRSEPI5
161
12166
10B
Exum
ConNSB
130
1.06
1.86
257
FES15JUN
138
12166
10113
Exum
wheat
60
1.86
1.86
208
SEP-MAR
112
12166
10B
Exum
Soybean DC
42
3.84
1.86
299
APR-SEP1S
161
12166
10C
Exum
Corn/SB
130
1.06
1.90
262
FEB1SJUN
138
12166
10C
Exum
wheat
60
1.86
1.90
213
SEP-MAR
112
12166
10C
Exum
soybean DC
42
1 3.84
1 1.90
3061
APRSEP15
161
Total 43.33 9149lbs.
Available Nitrogen 2918 lbs.
Surplus or Deficit -6231 lbs.
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.

Ben Leonard Jr Farm Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grainy etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and for 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 materity,
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 the 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 the 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. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results,
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock_ Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations- Actual total acres in the field 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 438 lbs, of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 2189 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs. per acre you will need 7
acres of land. if you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 18
acres of land. Please be aware that these are only estimates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the 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

Ben Leonard Jr Farm
Page 4
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 irrrigate the acres shown in tables_
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate in/hr
Applic.
Amount
12164
1
Aycock
CB -Hay
0.35
1.0
12164
2
Aycock
CB -Hay
0.35
1.0
12164
3
Nahunta
Corn/SB
0.35
1.0
12164
3
Nahunta
Wheat
0.35
1.0
12164
3
Nahunta
Soybean DC
0.35
1.0
12164
4
Nahunta
Com/SB
0.35
1.0
12164
4
Nahunta
Wheat
0.35
1.0
12164
4
Nahunta
soybean DC
0.35
1.0
12164
5
Nahunta
CorrVSB
0.35
1.0
12164
5
Nahunta
Wheat
0.35
1.0
12164
5
Nahunta
soybean DC
0.35
1.0
12165
6
Nahunta
Corn/SB
0.35
1.0
12165
6
Nahunta
Wheat
0.35
1.0
12165
6
Nahunta
Soybean DC
0.35
1.0
12165
7
Nahunta
Com/SB
0.35
1.0
12165
7
Nahunta
Wheat
0.35
1.0
12165
7
Nahunta
Soybean DC
0.35
1.0
12165
8
Nahunta
Corn/SB
0.35
1'0
12165
8
Nahunta
wheat
0.35
1.0
12165
8
Nahunta
Soybean DC
0.35
1.0
12165
9
Nahunta
Com/SB
0.35
1.0
12165
9
Nahunta
Wheat
0.35
1.0
12165
9
Nahunta
Soybean DC
0.35
1.0
12166
10A
Exum
Conn►SB
0.36
1.0
12166
10A
Exum
wheat
0.35
1.0
12166
10A
Exum
Soybean DC
0.35
1.0
12166
10113
Exum
Corn/SB
0.35
1.0
12166
10113
Exum
wheat
6.35
1.0
12166
1013
Exum
soybean DC
0.35
1.0
12166
10C
Exum
Corn/sB
0.35
1.0
12166
10C
Exum
wheat
0.35
1.0
12166
10C
Exum
Soybean DC
0.35
1.0

Ben Leonard Jr Farm
Page 5
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 limitations. The maximum application amount shown can be applied under optimum soil conditions.
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 instances 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 the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. 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 have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION
The acres on pull(s) 3-10C have been divided by one-half so the computer can calculate the PAN used
each year.
Use the following table for total acres in each pull.
Pull
Acres
1
3.67
2
3.08
3
3.05
4
3.37
5
3.56
6
3.69
7
3.76
8
3.83
9
4.12
10A
3.79
10B
3.72
10C
3.79
Total 1 43.33

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Ben Leonard Jr 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 the 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:
Signature:
Ben Leonard Jr
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature:
Date: 8 z7 o gr
Date:
Date: B Z'1 a8

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 1, 2004
Ben Leonard, Jr.
Ben Leonard, Jr.
1964 Old Salemburg Rd
Roseboro NC 28382
Alan W. Klimek, P. E., Director
Division of Water Quality
OCT 15 M
DENR - FAYETULLE REGIONAL OFRGE
Subject: Certificate of Coverage No. AWS820701
Ben Leonard, Jr.
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Ben Leonard, Jr.:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on January 30, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Ben
Leonard, Jr., authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS820701 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Ben Leonard, Jr., located in Sampson County, with an animal capacity of no
greater than an annual average of 6080 Wean to Feeder swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section - Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
No thCarolina
Naturally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current MRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820701
APS Central Files

IZa-7o(
Waste Utilization Plan
Producer: Ben Leonard Jr
Name of Farm: Ben Leonard Jr Farm
Location: 1964 Old Saiemburg Rd
Roseboro NC 28382
Phone: [phone]
Type of Operation: Wean -Feed
Number of Animal: 6080
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
AUG 281
County: Sampson
G[�ER-FA c iLLEREG',01~!ALOM E
2567 ton/year
2918 lbs./year
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 the 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 not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications 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

Ben Leonard Jr Farm
Page 2
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 the 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.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs_ N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac_
12164
1
Aycock
CB -Hay
6.3
5D
3.67
1156
MAR-SEP
315
12164
2
Aycock
CB -Hay
6.3
50
3.08
970
MAR-SEP
315
12164
3
Nahunta
CornfSB
125
1.06
1.53
203
FEB15-JUN
133
12164
3
Nahunta
Wheal
60
1.53
1.53
141
SEP-MAR
92
12164
3
Nahunta
soybean DC
38
3.84
1.53
223
APR-SEP15
146
12164
4
Nahunta
Corn/SB
125
1.06
1.69
225
FEB15-JUN
133
12164
4
Nahunta
Wheat
60
1.53
1.69
155
SEP-MAR
92
12164
4
Nahunta
Soybean DC
38
3.84
1.69
247
APR-SEP15
146
12164
5
Nahunta
Corn/SB
125
1.06
1.78
237
FEB15-JUN
133
12164
5
Nahunta
Wheat
60
1.53
178
164
SEP-MAR
92
12164
5
Nahunta
Soybean DC
38
3.84
1.78
260
APR-SEP15
146
12165
6
Nahunta
Corn/SB
125
1.06
1.80
239
FEB15-JUN
133
12165
6
Nahunta
Wheat
60
153
1.80
166
SEP-MAR
92
12165
6
Nahunta
Soybean DC
38
3.84
1.80
263
APRSEPI5
146
12165
7
Nahunta
CoMJSS
125
1.06
1.88
250
FES15-JUN
133
12165
7
Nahunta
Wheat
60
1.53
1.88
173
SEP-MAR
92
12165
7
Nahunta
Soybean DC
38
3.84
1.88
274
APR-SEP15
146
12165
8
Nahunta
Corn/SB
125
1.06
1.92
255
FEB15-JUN
133
12165
8
Nahunta
Wheat
60
1.53
1.92
177
SEP-MAR
92
12165
8
Nahunta
Soybean DC
38
3.84
1.92
280
APR-SEP15
146
12165
9
Nahunta
Corn/SB
125
1.06
2.06
274
FEB15-JUN
133
12165
9
Nahunta
Wheat
60
1.53
2.06
190
SEP-MAR
92
12165
9
Nahunta
Soybean DC
38
384
2.06
301
APR-SEP15
146
12166
10A
Exum
Corri1S8
130
1.06
1.90
262
FEB15-JUN
138
12166
10A
Exum
Wheat
60
1.86
1.90
213
SEP-MAR
112
12166
10A
Exum
Soybean DC
42
3.84
1.90
306
APRSEP15
161
12166
1013
Exum
ComISB
130
1.06
1.86
257
FE815-JUN
138
12166
1013
Exum
wheat
60
1.86
1.86
208
SEP-MAR
112
12166
1013
Exum
Soybean DC
42
3.84
1.86
299
APRSEP15
161
12166
10C
Exum
Corn1SB
130
1.06
1.90
262
FE1315-JUN
138
12166
10C
Exum
Wheat
60
1.86
1.90
213
SEP-MAR
112
12166
10C
Exum
Soybean DC
1 42
3.84
1.90
306
APRSEPI5
161
Total 43.33 9149lbs.
Available Nitrogen 2918 lbs.
Surplus or Deficit -6231 lbs.
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.

Ben Leonard Jr Farm Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements_ In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), forage must be removed through
grazing, hay and for 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 materity,
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 the 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 the 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. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions_ Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field 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 438 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 2189 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs. per acre you will need 7
acres of land. If you apply the sludge to com at the rate of 125 lbs. of nitrogen per acre you will need 18
acres of land. Please be aware that these are only estimates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the 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

Ben Leonard Jr Farm
Page 4
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 property irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(inlhr
Applic.
Amount
12164
1
Aycock
CB -Hay
0.35
1.0
12164
2
A cock
CB -Hay
0.35
1.0
12164
3
Nahunta
Corn/SB
0.35
1.0
12164
3
Nahunta
wheat
0.35
1.0
12164
3
Nahunta
soybean Dc
0.35
1.0
12164
4
Nahunta
Corn/SB
0.35
1.0
12164
4
Nahunta
Wheat
0.35
1.0
12164
4
Nahunta
Soybean DC
0.35
1.0
12164
5
Nahunta
Corn/SB
0.35
1.0
12164
5
Nahunta
Wheat
0.35
1.0
12164
5
Nahunta
Soybean DC
0.35
1.0
12165
6
Nahunta
CoM/SB
0.35
1'0
12165
6
Nahunta
Wheat
0.35
1.0
12165
6
Nahunta
Soybean DC
0.35
1.0
12165
7
Nahunta
CorrVSB
0.35
1.0
12165
7
Nahunta
Wheat
0.35
1.0
12165
7
Nahunta
Soybean DC
0.35
1.0
12165
8
Nahunta
Com1S9
0.35
1.0
12165
8
Nahunta
wheat
0.35
1.0
12165
8
Nahunta
Soybean Dc
0.35
1.0
12165
9
Nahunta
Corn/SB
0.35
1.0
12165
9
Nahunta
Wheat
0.35
1.0
12165
9
Nahunta
Soybean DC
0.35
1.0
12166
10A
Exum
CorNSB
0.35
1.0
12166
10A
Exum
Wheat
0.36
1.0
12166
16A
Exum
soybean DC
0.35
1.0
12166
10B
Exum
Corn1SB
0.35
1.0
12166
10B
Exum
wheat
0.36
1.0
12166
10B
Exum
soybean DC
0.35
1.0
12166
10C
Exum
Corn/SB
0.35
1.0
12166
10C
Exum
wheat
0.36
1.0
12166
10C
Exum
Soybean DC
0.35
1.0

Ben Leonard Jr Farm
Page 5
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 limitations_ The maximum application amount shown can be applied under optimum soil conditions_
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 instances 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 the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. 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 have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION
The acres on pull(s) 3.10C have been divided by one-half so the computer can calculate the PAN used
each year.
Use the following table for total acres in each pull.
Pull
Acres
1
3.67
2
3.08
3
3.06
4
3.37
5
3.55
6
3.59
7
3.76
8
3.83
9
4.12
10A
3.79
10B
3.72
10C
3.79
Total L 43.33

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Ben Leonard Jr 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 (wee) also understand that there must be no discharge of animal waste from
this system to the 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: Ben Leon rd Jr
Signature:. Date: 8 2-2o$
Name of Manager (If different from owner)
Signature: Date:
Name of Person Preparing flan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc_ Phone: [phone]
Address: R.O Box 438
Clinton, NC 28329
Signature: CLAM-L, _ Date: $ ZZ Ds

NOTES:
1. IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMETER
CAPABIUTY GPS EQUIPMENT.
2. LAYOUT AND SPACING BASED ON 0.86" RING OPERATED O 50 psi, AND USING
CALIBRATED WETTED DIA-240', LANE SPACING a 180' FOR 75X SPACING.
3. MAX TRAVEL LENGTH - 825' BASED ON REEL HOSE LENGTH OF 850',
4. OPERATOR MUST MANAGE APPLICATIONS TO REMAIN IN ACTIVE CROP AREAS.
NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND, OR WIND > 5 mph.
a
_825'
LAGOON `;--_,�' T -_ `_----------------•----
+
-- ; t
f ,
®B �I +I
- --J ---- ------
m __ ----- _ 825 Pull
__
f100
,
--"�VI
I -------------- 8_ 25' Pull _- _
� h
i /JAI//r/��� �! -` -- --- -" _.. .... _. -- �-- --� -•- �. .-. �. .-� .'i �.._.-�/ �_'i
LEGEND
t r' 240' DIA.
SPRAY PATTERN
NEW HYDRANT
® THRUST BLOCK
d AIR VENT
+ EXISTING GROUND ENTRY
--------- TRAVEL LANE
— — — DITCH, SURFACE WATER
- - - - FIELD BORDER
PATH
-BUFFER OR SETBACK

WETTEDIEFFECTIVE WETTED ACREAGE FOR
BEN LEONARD NURSERY
PULL
TYPE
PULL LENGTH
EFFECT. WIDTH
MIDDLE ACRES
START
END
TOTAL
1
EE70
628.0
218
3.14
0.53
0.00
3.67
2
E170
628.0
180
2.60
0.48
0.00
3.08
3
E170
622.0
180
2.57
0.48
0.00
3.05
4
E170
700.0
180
2.89
0.48
0.00
3.37
5
E170
742.0
180
3.07
0.48
0.00
3,55
6
N170
785.0
180
3.24
0.35
0.00
3.59
7
N170
825.0
180
3.41
0.35
0.00
3.76
8
N170
825.0
180
3.41
0.35
0.07
3.83
8
NE70
825.0
190
3.60
0.35
0.17
4.12
10A
NE75
825.0
184
3.48
0.31
0.00
3.79
10B
N175
825.0
180
3.41
0.31
0.00
3.72
10C
NE75
825.0
184
3.48
0.31
0.00
3.79
TOTAL EFFECTIVE WETTED ACREAGE: 43.33
NOTES:
1. DIMENSIONS BASED ON SCSI GPS-GENERATED MAP.
2. EFFECTIVE ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
SYSTEMS TABLES FOR APPROPRIATE LANE SPACING (180' LANE SPACING 8 240-256' WETTED DIA.)
3. CALCULATIONS PULLS 1OA-C BASED ON 0.86" RING IN SR100 GUN AND WETTED DIA. OF 240'
@ 50 psi, 115 gpm.
4_ NEW EFFECTIVE SPRAY WIDTHS BASED ON NEW DESIGN STANDARDS (OUTSIDE AREA 78% OF RADIUS).
5. 6"UNDERGROUND PIPE AND HYDRANTS TO BE INSTALLED (4" IS SUFFICIENT).
16. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC, APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
7. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK LANES TO ENSURE ACCURATE APPLICATION.
8, SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
Swain Consulting Services, Inc.
150 Cabin Creek Lane
Clinton, NC 28328
[phone]
Signature
Date