310106_Application_20240215

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310106
2. Facility Name: Aaron Smith Old Farm
3. Permittee's Name (same as on the Waste Management Plan):
4. Permittee's Mailing Address: 3657 N NC I I I And 903 Hwy
City: Albertson State: NC
Telephone Number: 252-568-3627 Ext. E-mail:
5. Facility's Physical Address: 3657 NC 111 903 N
Olivia Sutton Smith
City: Albertson State: NC
6. County where Facility is located: Du lin
7. Farm Manager's Name (if different from Landowner): Aaron T Smith
8, Farm Manager's telephone number (include area code): 252-568-3627 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Phone No.:
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit; Operations Type Allowable Count
Swine - Feeder to Finish 4,080
Operation Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28508
Zip: 28508
OIC #:
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13, Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
LAGOON #1
Lagoon
1/5/1979
Full, clay
236,749.00
25,700.00
19.00
LAGOON #2
Lagoon
12/30/1985
Full, clay
256,133.00
30,056.00
19.00
LAGOON #3
Lagoon
1/26/1994
Full, clay
429,792.00
47,916.00
19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si2ned by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
:`statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): 1 (a ii'j , ( Title:
Signature: Z Date:
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
06-20-2023
This plan has been prepared for:
Aaron Smith Old Farm (31-106)
Olivia Sutton Smith
3657 N NC III & 903 Hwy
Albertson, NC 28508
252-568-3627
This plan has been developed by:
Ronnie. Kennedy Jr.
Agrimet t Services, Inc.
PO Boo 096
Beulaville, NC 28518
252-568-2648
Signature
Type of Plan: Nitrogen Only with Manure O
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
i -Zo- 2
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service on the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
969688 Database Version 4.1
ist Signature
Date
Date
06-20-2023 Cover Page 1

W
Nutrients applied in accordance with this plan will be supplied from the,
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste gene
animal Swine Finishing Lagoon Liquid operation.
storage capacities of approximately 180 days.
-ated 3,782,160 gals/year by a 4,080
This production facility has waste
Estimated Pounds of Plant Available Nitrogen
Generated per Year
Broadcast
6817
Incorporated
8181
Injected
8181
Irrigated
6817
Max. Avail.
PAN (I bs)
Actual PAN
Applied (I bs)
PANSUrplus/
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,817
10674
-3,857
5,903,240
-2,121,080
Year 2 1
6,817
12133
1 -5,316
6,712,784
1 -2,930,624
Note: In source ID, S means standard source, U means user defined �ource.
Max. Available PAN is calculated on the basis of the actual applicatioO method(s) identified in the plan for this source.
969688 Database Version 4.1 Date Printed: 0l5-20-2023 Source Page I of I

Narrative
6/20/2023
Update ownership cover page and narrative only.
7/3/2018
Pulls 1-3 can also be used for corn crop with same rates and w
Sorghum -Sudan Pasture may replace Pearl Millet Pasture with
Sorghum -Sudan Pasture/Ryegrass Pasture or Pearl Millet Pasti
ryegrass pasture, soybeans on all pulls.
7/3/2017
No changes made to wettable acres. Only changes to crops ply
2/2/2011
Tract 5594 Field I is not needed to fulfill the agronomic j
-137.86 balance for year 1 and-147.65 balance for year 2
as 4,5,6,11,&12.
rates and windows.
Pasture may replace corn,
,ents of this farm. The farm has a
tract 5594 fl.

The table shown below provides a summary of the crops or rotations i ( cluded in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4517
Pull I
3.23
3.23
N/A
Norfolk
Pea
I Millen, Pasture
5.5 Tons
Ann
jal Ryegrass - Pasture
2.8 Tons
4517
Pull 10
1.47
1 A7
N/A
Autryville
Sm
II Grain Overseed
1.0 Tons
Hyb
id Bermudagrass Pasture
5.5 Tons
4517
Pull 12
6.25
6.25
N/A
Norfolk
Coro
, Grain
115 bu.
Annul
Ryegrass - Pasture
2.8 Tons
Soybeans,
Manured, Full Season
42 bu.
4517
Pull 13
3.271
3.27
N/A
Norfolk
Sma
I Grain Overseed
1.0 Tons
Hybrid
Bermudagrass Pasture
6.5 Tons
4517
Pull 2
2.72
2.72
N/A
Norfolk
Pear
Millett, Pasture
5.5 Tons
Ann
al Ryegrass - Pasture
2.8 Tons
4517
Pull 3
5.44
5.44
N/A
Norfolk
Pear
Millett, Pasture
5.5 Tons
Annual
Ryegrass - Pasture
2.8 Tons
4517
Pull 7
2.36
2.36
N/A
Norfolk
Small
Grain Overseed
1.0 Tons
Hybrid
Bermudagrass Pasture
6.5 Tons
4517
Pull 8
1,04
1.04
N/A
Autryville
Sma
I Grain Overseed
1.0 TOtts
Hyb
id Bermudagrass Pasture
5.5 'rons
4517
Pull 9
2.58
2.58
N/A
Autryville
Small
Grain Overseed
1.0 Tons
Hybrid
Bermudagrass Pasture
5.5 Tons
5594
(1) Holmes
11.57
8.09
N/A
Autryville
Corn
Grain
85 bu.
Ann
al Ryegrass - Pasture
1.2 Tons
Soybeans,
Manured, Full Season
30 bu.
71321
Pull 4
5,091
5.09
N/A
Norfolk
Corn
Grain
115 bu.
Ann
al Ryegrass - Pasture
2.8 Tons
Soyb.
ans, Manured, Full Season
42 bu.
71321
Pull 5
5.17
5.17
N/A
Norfolk
Corn
Grain
115 bu.
AnnL
al Ryegrass - Pasture
2.8'rons
Soyb
ans, Manured, Full Season
42 bu.
71321
Pull 6
5.68
5.68
N/A
Norfolk
Corn
Grain
115 bu.
Annual
Ryegrass - Pasture
2.8 Tons
Soyb
ans, Manured, Full Season
42 bu.
PLAN TOTALS: 55.87 52.39
969688 Database Version 4.1 Date Printed 6/20/2023
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should
be planned.
<= 10
soluble nutrient leaching below the root
zone,
High potential to contribute to soluble
Nutrient Management (590) sho
Id be planned. Other conservation practices that improve
nutrient leaching below the root zone,
the soils available water holding
capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover
Craps (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -'fill (778),
and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
969688 Database Version 4.1 Date Printed 6/20/2023
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

6,
0
0 r
cl
r= r
0 0
"B In.
cq
E CL.
a V) cSf R
aA
4Z
+
V C's
0 r. FA cd
a
0
> 2
Qr
to. 0
0
42d ��e cd
CL 0 odo E -b
0
'= t� -0
cl
Cr 6.
2- '8
3
2 Z ny
to 0
O 0
to <
S
0 0
-101
0
m
.0 < a
cla
N
CL vOi
crti
0
OMWE02
o o
Jb
E
t: o �r- 60
O N 0
0 to—
m E Li 0
0 O— -S
U t
42
o s —
ca 0*
-E E
0 7a Cl.
E :6
0 z
o
0
(U
sg
-t-
0
Cc>
0
0
0
0
0
C�
C�
C�
a
O
C!
O
O
C�
C�
C�
C�
0
0
0
0
.
C>
0
p
0
0
h
eli
oq
h
h
"O
rl-
0
'IT
It
W
7
00
b
10
0
a,
C14
"r
C>
m
0,
w
r4
r-
V
g
c,
w
N
O
2 78
0%
10
O
N
a0
O
N
(71
10
C,
+o
a
N
C>
N
r 79
G.
C>
N
ol
fq
N
0 rq
of
0 N
ol
N
N
Cl.
z
ob
bb
Ob
bb
bb
ob
ob
ob
ob
ob
ob
ob
bb
ob
ob
m g
'E
'E
'E
�E
'E
d
'E
'E
'E
'E
'E
�E
'E
'-E
<
a
z
C>
0
0
0
0
0
0
CL
<
-3
C4
z
ol
C>
CN
C>
�o
ol
C>
N
N
eq
0
ol
ol
C.
N
10
ol
r4
N
N
N
z
78
0
en
C�l
m
-zr
12,
-,r
a
r z
to
y
a
a
a
c
a
C
0
to C
0
C
0
C4
10
In
C4
18
110
O
C>
0
>
0
Im
r
m
m
E
a
a
a
.0
0
1
,I:
O
C!
10
16
M
M
N
N
w
N
rq
rj
CN
cq
0
0
0
0
0
0
0
0
0
0
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
<
<
as
7S
0.
fL
Cl—
a3-
aano.CL
M.
0.
a.
a
'IT
E
w
00
00
I'D
(ON
a
ON

9
Cl
C)
O
C,
C>
CD
C>
O
C>
1=
0
0
0
0
<
try
E 78
00
t-
ol
mVt
o6
r-
ol
P
Cl
78
a
0
0
0
C>
0
O'D
C)
79
:3
ou
r-
C)
M
W
M
00
M
NNN
<
*0
O
rq
0
r4
00
00
00
z
r4
C6
ob
ob
ob
ob
ob
ob
ob
ob
ob
E
'E
J::
'E
'E
'E
'E
'E
'E
,gyp
W
z
O
0
1=1
C>
C>
C.
0
0
0
u z <
r_
1.
rq
ol
0
ON
ol
rn
6N
eq
eq
*
N
N
N
*
w
In
oo
Nw
00
eq
cL
CL
"Zo
0
r
E
oo
oo
cy,
q%
cr,
a,
rq
f.4
oc
G6
vi
w;
In
In
In
IrY
oo
oo
r-
r,
of
Q
h
ti
00
oo
In
o
NN
a
Z
0
Z
Z 0
0
Z
cn
c/)
C-0
V)
i
c4
17,
C,
Vi
Ifs
Q
Cd
ry
cm
r
co
9)
R
E
iF
O
CO
00
fi
00
Q
0
z

I
R
R
R
R
R
r-!
00
L-
�O
00
o
C.6
4
o
C)
o
C>
C�
co�
co�
R
o
O
O
O
O
O
O
O
O
C!
75,
0
C>
o
C)
0
Q
C,
0
C.
0
0
0
<
001
v r�
12
ll'S
C�
VW-n
N
a,
10
N
rl
C�
I
!�
v
r�
r-
v
cl-
N0
N
m
10
—c*
a,
In
h
cq
I'D
0
1
h
M
In
m
to
en
.
fn
r-
N
N
N
Ch
101
C>
cc
4
-41
C, 0
�O
'J,
S
0,
vt
C4
C14
o
r4
C,
00
v,
CN
N
N
N
N
N
N
N
z
'E
'E
'E
00
'E
*0
bb
ob
bb
bb
ob
bb
bb
ob
ob
ob
ob
ob
*b
ob
ob
ob
ob
QQ
'E
'E
'E
'E
'F-
'E
'E
'E
'E
�E
'E
E
'E
'E
0
o
0
0
o
0
0
0
0
0
0
0
0
-
-
-
-
-
-
0
C>
o
0
0
0
o
C)
o
0
0
Im
0
1=1
o
o
0
0
o
0
0
u z <
cr
10
Q
cq
Nz
C,
Ol
Ol
cn
O
en
Om
C
C
CO
A
Cl!
00
N
CO
00
con
v
to
N
a
c
Ev
CL
U
y
CT
u
:3
0
IL.
t2
000
tb
0
0
0
101)
a
c
E
C
C
I
m
m
F.
Nq
rl�
114:
't
o
00
w
C),
Ol
"'
10
C-4
rq
3-;
—
N
N
00
w
vi
In
In
IN
h
V.
r-
lld�
"
N
C4
10
It
V
o0
r
oo
r
r-
0
In
10
10
m
N
C14
N<
0
1-0
12,
0
0
LIZ
0
z I
z
zo
z
z
z
Q
z
z I
Vj
CA
CA
V)
V)
V)
V)
V)
1-
00
00
a,
ON
E
—
—
^
^
75
B
cz
0
Rk
00

0
0
0
C5
72
t-
Ol
1p
to
'n
F,
c
a
c
a
a
0.0
0
to
5
01)
0
CZ
To
lQ.
0tt
�
av
21
0
Ol
10
01
-0.
aC-1
00
.a
ou
oir
an
on
'E
CL
u z <
ce
2 Z=
00
00
N
N
00
0
Q.
a
lu
701
v
<
r-!
00
00
to
C*
0
0
0
Z
0
Z
C/)
V)
4n
0.
Cl.
a.
0
z
Q
Fm
wl
00

The Irrigation Application Factors for each field in this plan are show in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must applyat a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount thal each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(incheAour)
Application Amount
(inches)
4517
Pull
Norfolk
0.50
1.0
4517
Pull10
Autryville
0.60
1.0
4517
Pull12
Norfolk
0.50
1.0
4517
Pull13
Norfolk
0.50
1.0
4517
Pull
Norfolk
0.50
1.0
4517
Pull
Norfolk
0.50
1.0
4517
Pull
Norfolk
0.50
1.0
4517
Pull
Autryville
0.60
1.0
4517
Pull
Autryville
0.60
1.0
5594
(1) Holmes
Autryville
0.60
1.0
71321
Pull
Norfolk
0.50
1.0
71321
Pull
Norfolk
0.50
1.0
71321
Pull
Norfolk
0.50
1.0
969688 Database Version 4.1 Date Printed 6/20/2023
NOTE: Svmhol * means user enterert rintn
1AF Page 1 of I

The following Lagoon Sludge Nitrogen Utilization table provides an
sludge utilization for the indicated accumulation period. These estin
concentrations for each source, the number of animals in the facility
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after
clean out, this material must be utilized for crop production and appl
priority nutrient is nitrogen but other nutrients including phosphorou
nutrient levels are generally very high, application of sludge must be
mate of the number of acres needed for
; are based on average nitrogen
the plant available nitrogen application
eatment and application of the effluent. At
J at agronomic rates. In most cases, the
copper and zinc can also be limiting. Since
irefully applied.
Sites must first be evaluated for their suitability for sludge applicatioll. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be tak n not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Slude
- Standard
orn 120 bu
150
14.69
45.83
91.66
137.50
clay 6 ton R.Y.E.
300
29.38
22.92
45.83
68.75
Soybean 40 bu
160
15.67
42.97
85.93
128.90
h
---
969688 Database Version 4.1
Date Printed: 0-20-2023
Sludge Page i of 1

0
The Available Waste Storage Capacity table provides an estima of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prio to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond s equal to zero.
Available storage capacity should be greater than or equal to zei
storage capacity of the facility. If the available storage capacity
capacity, this indicates that the plan calls for the application of t
If available storage capacity is negative, the estimated volume o
storage volume of the structure. Either of these situations indic�
in the waste utilization plan is inconsistent with the structure's b
Available Waste Sterave C.anacity
and less than or equal to the design
s greater than the design storage
itrients that have not yet accumulated.
accumulated waste exceeds the design
es that the planned application interval
storage capacity.
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
911
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
80
1
2
103
1
3
135
1
4
170
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
175
1
12
166
2
1
157
2
2
173
2
3
180
2
4
180
2
5
180
2
5
180
2
7
180
2
3
180
2
180
2
10
166
2
1�
147
2
1
125
* Available Storage Capacity is calculated as of the end of each
969688 Database Version 4.1 Date Printed:
Capacity Page I of I

Required Specifications For Animal
Waste Mannement
1. Animal waste shall not reach surface waterss
of the state by runoff, drift,
manmade conveyances, direct application, or
direct discharge during
operation or land application. Any discharge
of waste that reaches surface
water is prohibited.
2. There must be documentation in the design
rolder that the producer
either owns or has an agreement for use of v
dequate land on which to
properly apply the waste. If the producer does
not own adequate land to
properly dispose of the waste, he/she shall p
-ovide evidence of an
agreement with a landowner, who is within
reasonable proximity,
allowing him/her the use of the land for was
a application. It is the
responsibility of the owner of the waste pro
uction facility to secure an
update of the Nutrient Management Flan w
ien there is a change in the
operation, increase in the number of animal
, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but lot exceed, the nitrogen needs
for realistic crop yields based upon soil type available moisture, historical
data, climatic conditions, and level of mans ement, unless there are
regulations that restrict the rate of applicati us for other nutrients.
4. Animal waste shall be applied to land erodh
g less than 5 tons per acre
per year. Waste may be applied to land ero
ing at more than 5 tons per
acre per year but less than 10 tons per acre
p er year provided grass filter
strips are installed where runoff leaves the I
eld (see USDA, MRCS Field
Office Technical Guide Standard 393 - Filte
Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
969688 Database Version 4.1 Date Printed:
Specification Page l

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to satura�ed soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied i
planted crops on soils with a high potential
loading rates on these soils should be held t
winter cover crop planted to take up releas
be applied more than 30 days prior to plan
breaking dormancy.
11. Any new swine facility sited on or after Oct4
the following: The outer perimeter of the lai
applied from a lagoon that is a component o
50 feet from any residential property bound
other than swine waste from facilities sited c
shall not be applied closer that 25 feet to pet
fall or winter for spring
ar leaching. Waste/nutrient
a minimum and a suitable
I nutrients. Waste shall not
ag of the crop or forages
ier 1,1995 shall comply with
I area onto which waste is
a swine farm shall be at least
ry and canal. Animal waste,
or after October 1,1995,
unial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer tha 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to
public right-of-ways.
969688 Database Version 4.1 Date Printed:
h other property and
Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed water ays that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner tha causes no runoff or drift
from the site.
16. Domestic and industrial waste from wash(
sinks, etc., shall not be discharged into the
system.
17. A protective cover of appropriate vegetatiol
disturbed areas (lagoon embankments, Bert
shall be fenced, as necessary, to protect the
trees, shrubs, and other woody species, etc.,
considered appropriate. Lagoon areas shot
accessible. Berms and structures should be
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be
owner is responsible for obtaining and imp
which will eliminate the possibility of an ill,
erosion.
n facilities, showers, toilets,
mal waste management
will be established on all
s, pipe runs, etc.). Areas
egetation. Vegetation such as
ire limited to areas where
d be kept mowed and
nspected regularly for
spended or terminated, the
nesting a "closure plan"
al discharge, pollution, and
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns,leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. Howe
crops for direct human consumption, it sho
with no further applications of animal wast
21. Highly visible markers shall be installed to 1
elevations of the temporary storage (pumpii
treatment lagoons. Pumping shall be mans;
between the markers. A marker will be req
storage volume for waste storage ponds.
969688 Database Version 4.1 Date Printed: 6/
,er, if animal waste is used on
d only be applied pre -plant
during the crop season.
rk the top and bottom
volume) of all waste
1 to maintain the liquid level
-ed to mark the maximum
Specification Page 3

22. Waste shall be tested within 60 days of utili
at least annually at crop sites where waste t
shall be the rate -determining nutrient, unle
waste to be applied based on other nutrient
application rate than a nitrogen based rate.
soils shall be monitored and alternative cro
these metals approach excessive levels. pH
maintained for optimum crop production,
records shall be kept for a minimum of five
application records shall be maintained for
Waste application records for all other wasi
(5) years.
23. Dead animals will be disposed of in a mann4
regulations.
969688 Database Version 4.1� Date Printed:
ation and soil shall be tested
roducts are applied. Nitrogen
s other restrictions require
, resulting in a lower
Zinc and copper levels in the
sites shall be used when
hall be adjusted and
soil and waste analysis
years. Poultry dry waste
i m inim um of th ree yea rs.
shall be maintained for five
that meets North Carolina
Specification Page 4

0
Crop Notes
The following crop note applie� to field(s): Pull 12, Pull 4, Pull 5, Pull 6
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil tempera
Review the Official Variety "green book" and information from
yielding variety with the characteristics needed for your area an(
populations should be determined by the hybrid being planted. h
planting no -till. Phosphorus and potassium recommended by a si
planting. When planting early in cool, wet soil, banded phosphor
plants. An accepted practice is to apply 20-30 lbslacre N and 20-
starter and one-half the remaining N behind the planter. The rest
days after emergence. The total amount of N is dependent on soi
fertilizer program, the recommended potassium and any addition
planting. Plant samples can be analyzed during the growing seas,
of the corn. Timely management of weeds and insects are essent.
The following
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperat
Review the Official Variety "green book" and information from I
yielding variety with the characteristics needed for your area and
populations should be determined by the hybrid being planted. In
planting no -till. Phosphorus and potassium recommended by a sc
planting. When planting early in cool, wet soil, banded phosphor
plants. An accepted practice is to apply 20-30 lbslacre N and 20-:
starter and one-half the remaining N behind the planter. The rest
days after emergence. The total amount of N is dependent on soil
fertilizer program, the recommended potassium and any addition
planting. Plant samples can be analyzed during the growing seas(
of the corn. Timely management of weeds and insects are essenti
969688 Database Version 4.1 Date Printed:
zres reach 52 to 55 degrees fahrenheit.
rivate companies to select a high
conditions. Plant 1-2" deep. Plant
,tease the seeding rate by 10% when
l test can be broadcast or banded at
is will be more available to the young
0 lbslacre phosphorus banded as a
)fthe N should be applied about 30-40
type. When including a starter in the
l phosphorus is normally broadcast at
n to monitor the overall nutrient status
it for corn production.
crop note applies to field(s): (1) Holmes
ues reach 52 to 55 degrees fahrenheit.
rivate companies to select a high
conditions. Plant 1-2" deep. Plant
,tease the seeding rate by 10% when
1 test can be broadcast or banded at
is will be more available to the young
0 lbslacre phosphorus banded as a
,f the N should be applied about 30-40
type. When including a starter in the
1 phosphorus is normally broadcast at
n to monitor the overall nutrient status
.1 for corn production.
Crop Note Page 1 of 4

W
The following
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from Oct(
October 15-November 20. For barley, plant 22 seed/drill row foc
each week seeding is delayed beyond the optimum time. See the
seeding rate modifications in the current NCSU "Small Grain Pri
initial seeding rate by at least 10% when planting no -till. Oats sl
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2
essential. Review the NCSU Official Variety "green book" and i;
select a high yielding variety with the characteristics needed for
than 30 Ibs/acre N at planting. Phosphorus and potash recommer
this time. The remaining N should be applied during the months
The following crop note
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from Octc
October 15-November 20. For barley, plant 22 seed/drill row foo
each week seeding is delayed beyond the optimum time. See the
seeding rate modifications in the current NCSU "Small Grain Prc
initial seeding rate by at least 10% when planting no -till. Oats sh
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2'
essential. Review the NCSU Official Variety "green book" and it
select a high yielding variety with the characteristics needed for
than 30 Ibs/acre N at planting. Phosphorus and potash recommen
this time. The remaining N should be applied during the months (
969688 Database Version 4.1 Date Printed:
note applies to field(s): Pull 13, Pull 7
,er 15-October 30; and rye from
and increase the seeding rate by 5% for
;eding rates table for applicable
luction Guide". Also, increase the
,uld be planted at 2 bushels/acre and
deep. Adequate depth control is
ormation from private companies to
)ur area and conditions. Apply no more
ed by a soil test can also be applied at
February -March.
to fields): Pull 10, Pull 8, Pull 9
ber I5-October 30; and rye from
and increase the seeding rate by 5% for
eeding rates table for applicable
duction Guide". Also, increase the
Duld be planted at 2 bushels/acre and
deep. Adequate depth control is
formation from private companies to
our area and conditions. Apply no more
led by a soil test can also be applied at
f February -March.
Crop Note Page 2 of 4

The following
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted
deep (1.5" optimal). Sprigs should be planted quickly after diggi
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' row
rate of 30 bu/ac is satisfactory to produce full groundcover in on
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for tl
potassium and micronutrients to apply preplant and for annual rr
the establishment year in split applications in April and July. Fo
lb/ac N annually in split applications, usually in April and follov
Reduce N rates by 25% for grazing. Refer to NCSU Technical F
of Pastures and Forages in North Carolina for more information
extension agent for assistance.
The following crop note
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted P
deep (1.5" optimal). Sprigs should be planted quickly after diggh
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' row;
rate of 30 bu/ac is satisfactory to produce full groundcover in on(
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for th
potassium and micronutrients to apply preplant and for annual m;
the establishment year in split applications in April and July. For
lb/ac N annually in split applications, usually in April and follow
Reduce N rates by 25% for grazing. Refer to NCSU Technical B
of Pastures and Forages in North Carolina for more information c
extension agent for assistance.
969688 Database Version 4.1 Date Printed:
note applies to field(s): Pull 13, Pull 7
Oar. 1 to Mar. 31. Cover sprigs I" to 3"
ig and not allowed to dry in sun and
spaced 2' to 3' in the row. Generally a
or two years under good growing
.5' to 2' rows spaced 1' to 1.5' in row.
amounts of lime, phosphorus,
iintenance. Apply 60 to 100 lb/ac N in
established stands apply 180 to 240
ing the first and second hay cuts.
ulletin 305 Production and Utilization
it consult your regional agronomist or
applies to field(s): Pull 10, Pull 8, Pull 9
Oar. I to Mar. 31. Cover sprigs 1" to 3"
ig and not allowed to dry in sun and
spaced 2' to 3' in the row. Generally a
or two years under good growing
.5' to 2' rows spaced 1' to 1.5' in row.
amounts of lime, phosphorus,
tintenance. Apply 60 to 100 Ib/ac N in
established stands apply 180 to 240
ing the first and second hay cuts.
ulletin 305 Production and Utilization
r consult your regional agronomist or
Crop Note Page 3 of 4

2
0
The following crop note
Soybeans -Full Season, Coastal Plain: Mineral soil, medium
The suggested planting dates for soybeans in the Coastal Plains
NCSU Official Variety "green book" and information from privy
variety with the characteristics needed for your area and conditic
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"
rows. Increase the seeding rate by at least 10% for no -till plantin
adequate depth control is essential. Phosphorus and potash reco]
broadcast or banded at planting. Soybeans produce their own nit]
additions of nitrogen. However, applications of 20-30 Ibs/acre N
promote early growth and vigor. Tissue samples can be analyzed
the overall nutrient status of the soybeans. Timely management c
profitable soybean production.
The folic
Soybeans -Full Season, Coastal Plain: Mineral soil, medium
The suggested planting dates for soybeans in the Coastal Plains
NCSU Official Variety "green book" and information from privy
variety with the characteristics needed for your area and conditic
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"
rows. Increase the seeding rate by at least 10% for no -till plantin
adequate depth control is essential. Phosphorus and potash recol
broadcast or banded at planting. Soybeans produce their own nit]
additions of nitrogen. However, applications of 20-30 lbslacre N
promote early growth and vigor. Tissue samples can be analyzed
the overall nutrient status of the soybeans. Timely management c
profitable soybean production.
to field(s): Pull 12, Pull 4, Pull 5, Pull 6
ible
-e from April 20-May 20. Review the
companies to select a high yielding
s. Plant 2-4 seed/row foot for 7-8"
�ws and 8-10 seed/row foot for 3 6 "
Seeding depth should be 1-1 1/2" and
mended by a soil test report can be
gen and are normally grown without
re sometimes made at planting to
uring the growing season to monitor
weeds and insects is essential for
crop note applies to field(s): (1) Holmes
•e from April 20-May 20. Review the
companies to select a high yielding
s. Plant 2-4 seed/row foot for 7-8"
iws and 8-10 seed/row foot for 3 6 "
Seeding depth should be 1-1 1/2" and
mended by a soil test report can be
gen and are normally grown without
re sometimes made at planting to
uring the growing season to monitor
weeds and insects is essential for
The following crop note applies to field(s): Pull 1, Pull 12, Pull 2, Pull 3, Pull 4, Pull 5, Pull 6
Annual RyeGrass: This crop is not an overseed.
ryegrass overseed.
The following
Annual RyeGrass: This crop is not an overseed,
ryegrass overseed.
The following crop
Pearl Millett: No Comment
for this crop are not applicable to a
note applies to field(s): (1) Holmes
s for this crop are not applicable to a
applies to field(s): Pull 1, Pull 2, Pull 3
969688 Database Version 4.1 Date Printed: 06-20-2023 Crop Note Page 4 of 4

im
GRASS
AARON SMITH 1" = 300'

0
Irrigated Acreage Deternnination Procedures
for wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
FIELD DATA WORKSTTET *
1. Make and model number AG -RAIN T30A
2. Hose length 1000' [feet] and hose inside diameter (ID) 3.00" [inch]
3. Gun make and model number NELSON SR15OR BIG GUN
4. Gun nozzle size 1.1810.97 [inch], YES ring orifice, NO taper bore orifice
5. Gun arc angle 330 [degrees]
6. Travel lane spacing 2301220 [feet]. Indicate whether NO uniform or YES random.
Number of exterior hydrants 11 . Number of interior hydrants 1
7. Gun wetted diameter 3301280 [feet]. NO measured or YES based on gun chart.
8. Gun pressure 60 [psi] NO observed at working gauge,
YES determined from gun chart NO calculated (show calculations)
9. **Operating pressure at hose reel [psi] observed at working gauge or
provided by owner.
10. "Supply line size [inch] (from pump to last hydrant)
11. **Supply line length [feet] (maximum pumping distance)
12. **Supply line type PVC aluminum
13. **Pump make and model number
14. **Pump capacity [gpm]
15. **Engine make and model number
or
16. **Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating pressure
at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for each
travel lane and show the distance traveled. Show the location of the supply line. Irrigated acres are
determined by the travel lane.
** Optional data, furnish where possible.
*** Only the person or people collecting the data should sign the Field Data Worksheet.
**� ation famished by
and/or
tgn of owner or cility representative Signature qMc64cal specialist
AARON SMITH and/or RONNIE G. KENNEDY, JR.
Printed name of owner or facility representative Printed name of technical specialist
Date "".7""'. Date

Irrigated Acmage Damnination Procedures
tar wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
I. Farm number (identification) 31-106 Field number (identification) ASl
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes # of Interior lanes 1 # of Exterior lanes 216 [feet] Length of pull (1)
# of Interior lanes 1 # of Exterior lanes 141 [feet] Length of pull (2)
# of Interior lanes 1 # of Exterior lanes 540 [feet] Length of pull (3)
4. Wetted diameter 330 [feet] from Field Data Worksheet
5. Spacing 300 Hydrant spacing [feet] 90% [ as a percentage of dia.]
6. Hydrant layout YES Multiple NO Single
NO Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (1) Interior or 1 Exterior (lanethydrant)
0.% (a) Acres start end of pull from Table EE90 Column B
1.47 (b) Acres middle portion of pull (1)
(Pull length 216 X Wetted width 297 [feet])/ 43,560
0.80 (a) Acres stop end of pull from Table EE90 Column G
3.23 Total acres for travel lane length (1) (Sum: a + b + c)
Travel lane length (2) Interior or 1 Exterior (lane/hydrant)
0.96 (a) Acres start end of pull from Table EE90 Column B
0.96 (b) Acres middle portion of pull (2)
{Pull length 141 X Wetted width 297 [feet])/ 43,560
0.80 (a) Acres stop end of pull from Table EE90 Column—G
2.72 Total acres for travel lane length (2) (Sum: a + b + c)
Travel lane length (3) Interior or 1 Exterior (lanethydrant)
0.% (a) Acres start end of gull from Table EE90 Column B
3.68 (b) Acres middle portion of pull (3)
(Pull length 540 X Wetted width 297 [feet])/ 43,560
0.80 (a) Acres stop end of pull from Table EE90 Column G
5.44 Total acres for travel lane length (3) (Sam: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these, and this is the total irrigated acreage for the field.
3.23 (a) Acres per travel lane length (1)
2.72 (b) Acres per travel lane length (2)
5.44 (c) Acres per travel lane length (3)
X 1 # Lanes = 3.23 Acres
X 1 # Lanes = 2.72 Acres
X 1 # Lanes = 5.44 Acres
Total CAWMP wettable a res for field ( nm: 8a + 8b + 8c) 11.40 Acres
Wettable Acre Computational Worksheet Completed by: Date: o 9

Irrigated Acreage Determination Procedures
fDr Wastewater Application Equipnmnt
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 31-106 Field number (identification) AS2
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes # of Interior lanes 1 # of Exterior lanes 410 [feet] Length of pull (1)
# of Interior lanes # of Exterior lanes [feet] Length of pull (2)
# of Interior lanes # of Exterior lanes [feet] Length of pull (3)
4. Wetted diameter 330 [feet] from Field Data Worksheet
5. Spacing 300 Hydrant spacing [feet] 90% [ as a percentage of dia.]
6. Hydrant layout NO Multiple YES Single
NO Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (1) Interior or 1 Exterior (lane/hydrant)
0.% (a) Acres start end of pull from Table EE90 Column B
1.40 i (b) Acres middle portion of pull (1)
(Pull length 410 X Wetted width 148.5 [feet])/ 43,560
(a) Acres stop end of pull from Table Column
2.36 Total acres for travel lane length (1) (Sum: a + b + c)
Travel lane length (2) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
0.00 (b) Acres middle portion of pull (2)
(Pull length 0 X Wetted width 297 [feet])/ 43,560
(a) Acres stop end of pull from Table Column
0.00 Total acres for travel lane length (2) (Sam: a + b + c)
Travel lane length (3) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
0.00 (b) Acres middle portion of pull (3)
(Pull length 0 X Wetted width 297 [feet])/ 43,560
(a) Acres stop end of pull from Table Column
0.00 Total acres for travel lane length (3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these, and this is the total irrigated acreage for the field.
2.36 (a) Acres per travel lane length (1)
0.00 (b) Acres per travel lane length (2)
0.00 (c) Acres per travel lane length (3)
X 1
# Lanes =
2.36
Acres
X 1
# Lanes =
0.00
Acres
X 1
# Lanes =
0.00
Acres
Total CAWMP wettabFi;zu
+ 8b + 8c) 2.36 Acres
Wettable Acre Computational Worksheet Completed by: Date: q lAlqq

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 31-106 Field number (identification) AS2
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes # of Interior lanes 1 # of Exterior lanes 345 [feet] Length of pull (1)
# of Interior lanes # of Exterior lanes [feet] Length of pull (2)
# of Interior lanes # of Exterior lanes [feet] Length of pull (3)
4. Wetted diameter 280 [feet] from Field Data Worksheet
5. Spacing 250 Hydrant spacing [feet] 90°l0 [ as a percentage of dia.]
6. Hydrant layout NO Multiple YES Single
NO Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (1) Interior or 1 Exterior (lane/hydrant)
0.69 (a) Acres start end of pull from Table EE90 Column B
2.00 1 (b) Acres middle portion of pull (1)
(Pull length 345 X Wetted width 252 [feet])/ 43,560
0.58 (a) Acres stop end of pull from Table EE90 Column G
3.27 Total acres for travel lane length (1) (Sum: a + b + c)
Travel lane length (2) Interior or Exterior (lanethydrant)
0.00 (a) Acres start end of pull from Table Column
0.00 (b) Acres middle portion of pull (2)
(Pull length 0 X Wetted width 252 [feet])/ 43,560
0.00 (a) Acres stop end of pull from Table Column
0.00 Total acres for travel lane length (2) (Sum: a + b + c)
Travel lane length (3) Interior or Exterior (lane/hydrant)
0.00 (a) Acres start end of pull from Table Column
0.00 (b) Acres middle portion of pull (3)
(Pull length 0 X Wetted width 252 [feet])/ 43,560
0.00 (a) Acres stop end of pull from Table Column
0.00 Total acres for travel lane length (3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these, and this is the total irrigated acreage for the field.
3.27 (a) Acres per travel lane length (1) X 1 # Lanes = 3.27 Acres
0.00 (b) Acres per travel lane length (2) X 1 # Lanes = 0.00 Acres
0.00 (c) Acres per travel lane length (3) X 1 # Lanes = 0.00 Acres
Total CAWMP wettable a res for field (Sum: 8a + 8b + 8e) 3.27 Acres
1
Wettable Acre Computational Worksheet Completed by: Date:

Irrigated Acreage Determination Procedures
for Wasoewater Application Equipment
HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm number (identification)
31-106
Field number (identification) AS3
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes # of Interior lanes 1 # of Exterior lanes 488 [feet] Length of pull (1)
# of Interior lanes 1 # of Exterior lanes 500 [feet] Length of pull (2)
# of Interior lanes 1 # of Exterior lanes 575 [feet] Length of pull (3)
4. Wetted diameter 330 [feet] from Field Data Worksheet
5. Spacing 300 Hydrant spacing [feet] 90% [ as a percentage of dia.]
6. Hydrant layout NO Multiple YES Single
NO Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (1) Interior or 1 Exterior (lane/hydrant)
0.% (a) Acres start end of pull from Table EE90 Column B
333 (b) Acres middle portion of pull (1)
(Pull length 488 X Wetted width 297
0.80 (a) Acres stop end of pull from Table EE90
5.09 Total acres for travel lane length (1) (Sum: a + b + c)
Travel lane length (2) Interior or 1 Exterior (lanethydrant)
0.96 (a) Acres start end of pull from Table EE90
3.41 (b) Acres middle portion of pull (2)
(Pull length 500 X Wetted width 297
0.80 (a) Acres stop end of pull from Table EE90
5.17 Total acres for travel lane length (2) (Sum: a + b + c)
[feet])/ 43,560
Column G
Column B
[feet]}/ 43,560
Column G
Travel lane length (3) Interior or 1 Exterior (lane/hydrant)
0.96 (a) Acres start end of pull from Table EE90 Column B
3.92 (b) Acres middle portion of pull (3)
(Pull length 575 X Wetted width 297 [feet])/ 43,560
0.80 (a) Acres stop end of pull from Table EE90 Column G
5.68 Total acres for travel lane length (3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these, and this is the total irrigated acreage for the field.
5.09 (a) Acres per travel lane length (1) X 1 # Lanes = 5.09 Acres
5.17 (b) Acres per travel lane length (2) X 1 # Lanes = 5.17 Acres
5.68 (c) Acres per travel lane length (3) X 1 # Lanes = 5.68 Acres
Total CAWMP wettable acres for Geld (Sum: 8a + 8b + 8c) 15.94 Acres
t
Wettable Acre Computational Worksheet Completed by: Date: v

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
�: /:: e ■ i II:: / I► 1► M ��
1. Farm number (identification) 31-106 Field number (identification) AS4
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes # of Interior lanes 1 # of Exterior lanes 122 [feet] Length of pull (1)
# of Interior lanes 1 # of Exterior lanes 226 [feet] Length of pull (2)
# of Interior lanes 1 # of Exterior lanes 270 [feet] Length of pull (3)
4. Wetted diameter 280 [feet] from Field Data Worksheet
5. Spacing 250 Hydrant spacing [feet] 90% [ as a percentage of dia.]
6. Hydrant layout YES Multiple NO Single
NO Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (1) Interior or 1 Exterior (lane/hydrant)
0.69 (a) Acres start end of pull from Table EE90 Column B
0.35 (b) Acres middle portion of pull (1)
{Pull length 122 X Wetted width 126 [feet])/ 43,560
0.00 (a) Acres stop end of pull from Table Column
1.04 Total acres for travel lane length (1) (Sum: a + b + c)
Travel lane length (2) Interior or 1 Exterior (lane/hydrant)
0.69 (a) Acres start end of pull from Table EE90 Column B
1.31 (b) Acres middle portion of pull (2)
(Pull length 226 X Wetted width 252 [feet])/ 43,560
0.58 (a) Acres stop end of pull from Table EE90 Column G
2.58 Total acres for travel lane length (2) (Sam: a + b + c)
Travel lane length (3) Interior or 1 Exterior (lanethydrant)
0.69 (a) Acres start end of pull from Table EE90 Column B
0.78 (b) Acres middle portion of pull (3)
(Pull length 270 X Wetted width 126 [feet])/ 43,560
0.00 (a) Acres stop end of pull from Table Column
1.47 Total acres for travel lane length (3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these, and this is the total irrigated acreage for the field.
1.04 (a) Acres per travel lane length (1)
2.58 (b) Acres per travel lane length (2)
1.47 (c) Acres per travel lane length (3)
X 1
# Lanes =
1.04
Acres
X 1
# Lanes =
2.58
Acres
X 1
# Lanes =
1.47
Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c) 5.09 Acres
r
Wettable Acre Computational Worksheet Completed by: PPn Date:010h '

Irrigated Acreage Determination Procedures
far Wastewater Application Equipment
r��i • • I
n. s z vwi
1. Farm number (identification) 31-106 Field number (identification) AS9
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel lanes # of Interior lanes 1 # of Exterior lanes 182 [feet] Length of pull (1)
# of Interior lanes 1 # of Exterior lanes 860 [feet] Length of pull (2)
# of Interior lanes 1 # of Exterior lanes 0 [feet] Length of pull (3)
4. Wetted diameter 280 [feet] from Field Data Worksheet
5. Spacing 250 Hydrant spacing [feet] 90% [ as a percentage of dia.]
6. Hydrant layout NO Multiple YES Single
NO Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (1) Interior or 1 Exterior (lane/hydrant)
0.69 (a) Acres start end of pull from Table EE90 Column B
1.05 1 (b) Acres middle portion of pull (1)
(Pull length 182 X Wetted width 252 [feet])/ 43,560
0.58 (a) Acres stop end of pull from Table Column
2.32 Total acres for travel lane length (1) (Sam: a + b + c)
Travel lane length (2) Interior or 1 Exterior (lane(hydrant)
0.69 (a) Acres start end of pull from Table EE90 Column B
4.98 1 (b) Acres middle portion of pull (2)
(Pull length 860 X Wetted width 252 [feet])/ 43,560
0.58 (a) Acres stop end of pull from Table EE90 Column G
6.25 Total acres for travel lane length (2) (Sum: a + b + c)
Travel lane length (3) Interior or 1 Exterior (lanethydrant)
0.00 (a) Acres start end of pull from Table EE90 Column B
0.00 (b) Acres middle portion of pull (3)
{Pull length 0 X Wetted width 252 [feet]}/ 43,560
0.00 (a) Acres stop end of pull from Table Column
0.00 Total acres for travel lane length (3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these, and this is the total irrigated acreage for the field.
2.32 (a) Acres per travel lane length (1)
6.25 (b) Acres per travel lane length (2)
0.00 (c) Acres per travel lane length (3)
X 1 # Lanes = 2.32 Acres
X 1 # Lanes = 6.25 Acres
X 1 # Lanes = 0.00 Acres
Total CAWW wettable ac s for field ( um: 8a + 8b + 8c) 8.57 Acres
Wettable Acre Computational Worksheet Completed by: Date: 9

t R&A.ISM1174
Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
1. Make and model number —�i�/A1 %„30Lq
2. Hose length MOO [feet] and hose inside diameter (ID) 3 [inch]
3. Gun make and model number Ael—S011J Sx e-,ox
4. Gun nozzle size [inch], ring orifice, taper bore orifice
5. Gun arc angle 9500 [degrees]
6. Travel lane spacing [feet]. Indicate whether uniform or ''� random.
Number of exterior hydra��n//tts�s,,,�. Number of interior hydrants /
7. Gun wetted diameter.ffPWfeet]. measured or ✓ based on gun chart.
8. Gun pressure 60 [psi] observed at working gauge,
✓ determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**13. Pump make and model number
**14. Pump capacity [gpm]
**15. Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
Optional data, furnish where possible.
*** Information famished by
and/or
Signature of owner or facility representative
Printed name of owner or facility representative
Signature of technical specialist
Printed name of technical specialist
Date Date
*** Only the person or people collecting the data should sign the Field Data Worksheet.
8

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) Field number (identification) 4 S'1
2. Irrigation system designation / Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes —L # Exterior lanes 142 feet] Length of pull(Ll)
# Interior lanes ! # Exterior lanes [feet] Length of pull(L2)
# Interior lanes — # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 01PQ [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] 10 [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants -- Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or 1 Exterior (lane/hydrant)
i (a) Acres start end of pull from Table f�'VO Column -1-7
/.OS (b) Acres middle portion of pull (M)
{Pull length/ [feet] X Wetted width c%Z [feet]} J 43,560
,5? (c) Acres stop end of pull from Table EE9y Column
a• &a Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L, Interior or 1 Exterior pane/hydrant)
6 I (a) Acres start end of pull from Table ZEW Column <3
(b) Acres middle portion of pull (L2)
{Pull lengthgt o [feet] X Wetted widthoi -2-[feet]} / 43,560
• 50 (c) Acres stop end of pull from Table E D Column —6
4 -,2, Total acres for travel lane length (L2) (Sum: a + b + c)
r
Travel lane length ¢, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (0) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
Opt (a) Acres per travel lane length (M) X # Lanes = 02, Z- Acres
& .1?5(b) Acres per travel lane length (12) X r # Lanes = <Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
91. 5 7 Total CAWMP wettable acres fo�T=ate:
Wettable Acre Computational Worksheet Completed by:
a15s nature of tech cal specialist

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) Field number (identification) AS
2. Irrigation system designation ' Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes 1 # Exterior lanes 42A feet] Length of pull(Lfl)
# Interior lanes # Exterior lanes AX [feet] Length of pull(A)
# Interior lanes I # Exterior lanes n?17o [feet] Length of pull(116)
4. Wetted diameter d90 [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] '?a [as a percentage of wetted diameter]
6. Hydrant layout ✓ Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column Z7
based on pattern, spacing, and travel lane location.
Travel lane length (L?) Interior or I Exterior {lane/hydrant)
419 (a) Acres start end of pull from Table EF90 Column .g
(b) Acres middle portion of pull (Ll) IC26
]Pull length job [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table Ff© Column d�
f' ay Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L, Interior or i Exterior (lane/hydrant)
(a) Acres start end of pull from Table 4 C' O Column A?
l� ! (b) Acres middle portion of pull (L2)
{Pull lengthy [feet] X Wetted width aV [feet]) / 43,560
• �� (c) Acres stop end of pull from Table 4 lJ Column
�58 Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (Q9 Interior or Exterior (lane/hydrant)
9 (a) Acres start end of pull from Table EE%o Column
(b) Acres middle portion of pull (L3)
{Pull lengthy [feet] X Wetted width 1,R& [feet]) / 43,560
(c) Acres stop end of pull from Table Column
/"`/ 7 Total acres for travel lane length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
%- dy (a) Acres per travel lane length (Ll) X + # Lanes = / 014 Acres
.5 (b) Acres per travel lane length (L2) X # Lanes =�� Acres
Acres per travel lane length (L3) X t # Lanes = %_ Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
c
Wettable Acre Computational Worksheet Completed by: Date:
sit re of techn al specialist
�S

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) 3 l ` ) ° � Field number (identification) A53
2. Irrigation system designation /' Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes —_ # Exterior lanes yM feet] Length of pull(Ll)
# Interior lanes l # Exterior lanes o o [feet] Length of pull(L2)
# Interior lanes �_ # Exterior lanes -5� [feet] Length of pull(L3)
4. Wetted diameter .3 3 a [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] 16 [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants / Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or / Exterior (lane/hydrant)
• 9� (a) Acres start end of pull from Table A5E D Column AY
3.33 (b) Acres middle portion of pull (Ll)
{Pull length `I88 [feet] X Wetted widthR-5 7 [feet]}/ 43,560
• -60 (c) Acres stop end of pull from Table EEcIOColumn
C Total acres for travel lane length (LI) (Sum: a + b + c) T
Travel lane length (L, Interior or / Exterior (lane/hydrant)
f& (a) Acres start end of pull from Table Et``fO Column 6
3. `t 1(b) Acres middle portion of pull (L2)
{Pull length Soo [feet] X Wetted width c2f7 [feet]) / 43,560
18-9 (c) Acres stop end of pull from Table E"PO Column:_
�• 17 Total acres for travel lane length (1.2) (Sum: a + b + c)
Travel lane length (L, Interior or 1 Exterior (lane/hydrant)
• & (a) Acres start end of pull from Table E �� Column 9
3. 6W (b) Acres middle portion of pull (L3)
(Pull length j% [feet] X Wetted width a�� [feet]) / 43,560
(c) Acres stop end of pull from Table tt 9y Column !rz-
6rI9 Total acres for travel lane length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
5.41* (a) Acres per travel lane length (M) X r # Lanes = S. 019 Acres
S, P7 (b) Acres per travel lane length (1.2) X # Lanes = 5, 1'7 Acres
S 48 (c) Acres per travel lane length (L3) X # Lanes = S 44 Acres
(`/Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: 1 Date:4 A qq
jture of techni l specialist

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) S1 " 1'9 G Field number (identification) /7$07-
2. Irrigation system designation / Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes qtO feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter .33 �' [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] V o [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants ''Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or Exterior (lane/hydrant)
f(o (a) Acres start end of pull from Table ZFle Column
..39 (b) Acres middle portion of pull (Ll)
{Pull lengthh' [feet] X Wetted width %[feet][ / 43,560
(c) Acres stop end of pull from Table — Column —
C0 (v Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (I22)
(Pull length [feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (LJ Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width [feet]] / 43,560
(c) Acres stop end of pull from Table Column
— Total acres for travel lane length (0) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
X4 (a) Acres per travel lane length (Ll) X — # Lanes = —2 ? Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
Total CANIM0 wettable acres for field (Sum: 8a + 8b + 8c)
r �p
Wettable Acre Computational Worksheet Completed b415S
Date:
ature of tech al specialist

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) 31 - 1 o6 Field number (identification) A S 1-
2. Irrigation system designation .- Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes _(_ # Exterior lanes .21
b feet] Length of pull(Ll)
# Interior lanes t # Exterior lanes 114 1 [feet] Length of pull(L2)
# Interior lanes I # Exterior lanes 1N b [feet] Length of pull(L3)
4. Wetted diameter 33a [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] 410 [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Mane length (LI) Interior or 1 Exterior (lane/hydrant)
.7 G (a) Acres start end of pull from Table e-'� %O Column 8
(b) Acres middle portion of pull (U)
[Pull lengthd/!a [feet] X Wetted width-297 [feet]) / 43,560
•o61 (c) Acres stop end of pull from Table r'€9D Column 6
Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (I:2� Interior or Exterior (lane/hydrant)
.9b (a) Acres start end of pull from Table C-090 Column
SO (b) Acres middle portion of pull (L2)
{Pull lengthy [feet] X Wetted width -24 7 [feet]) / 43,560
J (c) Acres stop end of pull from Table ff * Column �—
a?7V Total acres for travel lane length (1.2) (Sum: a + b + c)
Travel lane length (13> Interior or I Exterior (lane/hydrant)
6 (a) Acres start end of pull from Table 6e9DColumn
(b) Acres middle portion of pull (13)
(Pull lengthy [feet] X Wetted widths�'K [feet]) / 43,560
• �� (c) Acres stop end of pull from Table 4070 Column
�. Total acres for travel lane length (1.3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
J. 023 (a) Acres per travel lane length (Ll) X / # Lanes = fo?J Acres
6? '%2 (b) Acres per travel lane length (L2) X / # Lanes = Ja '�Acres
�' (c) Acres per travel lane length (L3) X # Lanes = � Acres
JI Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:
SI n ture of tec ical specialist
15

sk 1-701-1
GRASS

lx�
-Iiw
-t'4

/7—
i �\��.` T 5� 3 ✓
S.13

■IIIIIIIIIIIIIIIIIIIIIIIIIIIII
�0119919@II911111111111111111
�900�9�9999991111111111111111
��00�0�00�0�01111111111111111'
��0�9��9���@091111111111111111
�0000�09909081111111111111111

Table 4.
RM
T30A PERFORMANCE GUIDE
T30A PERFORMANCE WITH NELSON BIG GUN I DEPTH OF APPLICATION
NELSON SPRINKLER SYSTM I 'IRRIGATED ACRES
TRAVEL
SPEED
-
INCHESIMINUTE
MODEL PERFORMANCE INLET AREA PER
7
10
15
20
25
30
35
.40
6 NOZ. PSI i GPM DIA l PSI WIDTH X LNGTH j RUN
SR150 R I 60 1 182 300 104 1 21G x 1085 + 5.1
70 1
2.4
1.7
1.1
0.8
0.7
0.6
10.5
0.4
x 197 310 120 217x1089 5.3
2.5
1.7
1.2
0.9
0.7
0.6
0.5
0.4
1. 8 i 80 i 210 320 I 135 2240092 j 5.5
2.6
1.8
1.2
0.9
0.7
0.6
0.5
0.5
90 1 223 330 150 1 2310096 5.7
I
2.7
1.9
1.2
0.9
0.7
0.6
0.5
0.5
SR150 R 50 205 300 103 1 210 x 1085 5.1
2.7
1.9
1.3
0.9
0.6
0.6
0.5
0.5
x 60 225 315 I 121 i 221 x1090 5.4
2.8
2.0
1.3
1.0
0.8
0.7
0.6
0.5 ,
1.18 i 70 j 245'1 330'1 140 1 2310096 I 5.7
2.9
2.0
t.4
1.0
0.8:
0.71
.0:6
`0.5t
1 80 1 260 1 340 1 157 1 23811099 I 5.9
3.0
2.1
1.4
1.1
0.8
0.7
0.6
0.5
5R150 R 50 j 255E 320 1 t24 224 x 1092 l 5.5
3.1
2.2
1.5
1.1
0.9
0.7
0.6
0.5
x1.26 j 60 1275 1 335 144 i 235x1097 I 5.8
3.2
2.3
1.5
1.1
0.9
0.8
0.5
-0.6
'The irrigated area is the area thoroughly covered HRS./RUN: 28.0 19.6 13.1 9.8 7.8 6.5 5.6 14.9
and is calculated using 70% of the sprinkler welled
diameter,
The system inlet pressure is the pressure at the inlet to the traveler and includes allowances for the traveler plumbing and
drive, PE tube and sprinkler operating pressure. It does nol include any pressure allowance for field elevation or mainflne
pressure loss.
NOTE: Specilicallons are subject to change without notice. 589.0005.3

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Name: 1 `Is, 7
Soil Map Unit:
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date :
Soil Test Class
Field Background Information
S, d/a,7-713a t j
NORFOLK 0-8
39.5
<ENTER>
Soil Test Results:
pH Acid CEC CBS P-I K-I Cad Mg% Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet 1.7
Maximum Irrigation Rate - inches per hour 0.50
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :712711997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: 7YS/7 TJ
Soil Map Unit: AUTRYVILLE 0-8
Total ASCS Acres:
Total Useable Acres: 4
Soil Sampling Date : <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC %BS P-I K-I Cad Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet : 1.3
Maximum Irrigation Rate - inches per hour : 0.0S°
Maximum Amount per Irrigation Event - inches: 0;7f /•o
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :7/27/1997

Operator:
Aaron Smith #1 County:
Duplin, NC
Distance
to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows (farrow to finish)
x
1417
lbs.
0
sows (farrow to feeder)
x
522
lbs.
1080
head (finishing only)
x
135
lbs.
0
sows (farrow to wean)
x
433
lbs.
0
head (wean to feeder)
x
30
lbs.
Describe other :
Date: 10/10/16
0.0 feet
Total Average Live weignz =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 145800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 145800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
0 lbs
0 lbs
145800 lbs
0 lbs
0 lbs
0
145800 lbs
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 235.0
Inside top width (feet)---------------------- 110.0
Top of dike elevation (feet)----------------- 45.4
Bottom of lagoon elevation (feet)------------ 32.9
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 1.2 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.2 1.2 1.2 1.2 232.6 107.6 11.5
AREA OF TOP
LENGTH * WIDTH =
232.6 107.6 25028 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
205.0 80.0 16400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
218.8 93.8 82094 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
25027.8 82093.8 16400.0 1.9
Total Designed Volume Available = 236750 CU. FT.

1:.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
235.0 110.0 25850.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25850.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 145800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 266328 gals. or 35605.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15079.2 cubic feet

. a
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16156.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
35605
cubic
feet
5B.
0
cubic
feet
5C.
15079
cubic
feet
5D.
16156
cubic
feet
TOTAL 66841 cubic feet
6. SUMMARY
Temporary storage period=====_______________>
180
days
Rainfall in excess of evaporation======_____>
7.0
inches
25 year - 24 hour rainfall__________________>
7.5
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
1.2
. 1
Inside top length=====______________________>
235.0
feet
Inside tog width====________________________>
110.0
feet
Top of dike elevation_______________________>
45.4
feet
Bottom of lagoon elevation__________________>
32.9
feet
Total required volume_______________________>
212641
cu. ft.
Actual design volume________________________>
236750
cu. ft.
Seasonal high watertable elevation (SHWT)===>
39.9
feet
Stop pumping elev.===_______________________>
41.1
feet
Must be > or = to the SHWT elev.====______>
39.9
feet
Must be > or = to min. req. treatment el.=>
38.9
feet
Required minimum treatment volume=====______>
145800
cu. ft.
Volume at stop pumping elevation=====_______>
158535
cu. ft.
Start pumping elev.====_____________________>
43.8
feet
Must be at bottom of freeboard S 25 yr. rainfall
Actual volume less 25 yr, 24 hr. rainfall==>
220593
cu. ft.
Volume at start pumping elevation=====______>
221266
cu. ft.
Required volume to be pumped=—=__________=>
50685
cu. ft.
Actual volume planned to be pumped=====_____>
62732
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED
BY:
DATE: 10/10/2016 DATE:
10/10/2016
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*
*
*
*
*

Operator: Aaron Smith #2 County:
Duplin, NC
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
0 sows (farrow to feeder)
x
1240 head (finishing only)
x
0 sows (farrow to wean)
x
0 head (wean to feeder)
x
Describe other :
Date: 10/10/16
0.0 feet
1417
lbs. -
522
lbs. _
135
lbs. _
433
lbs. _
30
lbs. _
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 167400 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 167400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
0 lbs
0 lbs
167400 lbs
0 lbs
0 lbs
0
167400 lbs
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 200.0
Inside top width (feet)---------------------- 150.0
Top of dike elevation (feet)----------------- 48.0
Bottom of lagoon elevation (feet)------------ 36.5
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 196.0 146.0 10.5
AREA OF TOP
LENGTH * WIDTH =
196.0 146.0 28616 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
154.0 104.0 16016 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
175.0 125.0 87500 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
28616.0 87500.0 16016.0 1.8
Total Designed Volume Available = 231231 CU. FT.

i.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 150.0 30000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 30000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces urine production in gal./day per 135 lb. ALW 1.37
Volume = 167400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 305784 gals. or 40880.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 17500.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 18750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
40880
cubic
feet
5B.
0
cubic
feet
5C.
17500
cubic
feet
5D.
18750
cubic
feet
TOTAL 77130 cubic feet
6. SUMMARY
Temporary storage period==========---=======>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall=========------===>
Freeboard===================================>
Side
Inside top length===========================>
Inside top
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume====================--->
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation=========___>
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr, 24 hr. rainfall==>
volume at start pumping elevation—=========>
Required volume to be pumped=============--->
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==>
7. DESIGNED BY: AGRIMENT SERVICES INC.
DATE: 10/10/2016
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
180 days
7.0 inches
7.5 inches
1.0 feet
2.0 : 1
200.0 feet
150.0 feet
48.0 feet
36.5 feet
244530 cu. ft.
231231 cu. ft.
39.9 feet
41.1 feet
39.9 feet
42.5 feet
167400 cu. ft.
85111 cu. ft.
46.4 feet
212481 cu. ft.
213612 cu. ft.
58380 cu. ft.
128501 cu. ft.
1.7 feet
APPROVED BY:
DATE: 10/10/2016

Operator:
Aaron Smith #3 County:
Duplin, NC
Distance
to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows (farrow to finish)
x
0
sows (farrow to feeder)
x
1760
head (finishing only)
x
0
sows (farrow to wean)
x
0
head (wean to feeder)
x
Describe other :
Date: 10/10/16
0.0 feet
1417
lbs. =
0
lbs
522
lbs. -
0
lbs
135
lbs. =
237600
lbs
433
lbs. =
0
lbs
30
lbs. =
0
lbs
0
Total Average Live Weight = 237600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 237600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 237600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 320.0
Inside top width (feet)---------------------- 150.0
Tap of dike elevation (feet)----------------- 51.3
Bottom of lagoon elevation (feet)------------ 38.3
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.0
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEl SS/SIDE2 LENGTH WIDTH
DEPTH
2.0 2.0 2.0 2.0 316.0 146.0
12.0
AREA OF TOP
LENGTH * WIDTH =
316.0 146.0 46136 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
268.0 98.0 26264 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
292.0 122.0 142496 (AREA OF MIDSECTION
* 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] *
DEPTH/6
46136.0 142496.0 26264.0
2.0
Total Designed Volume Available =
429792 CU. FT.

1:.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
320.0 150.0 48000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 48000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 237600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 434016 gals. or 58023.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 28000.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 30000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
58024
cubic
feet
5B.
0
cubic
feet
5C.
28000
cubic
feet
5D.
30000
cubic
feet
TOTAL 116024 cubic feet
-jlu!,TLV:
Temporary storage period======---===========>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall============---===>
7.5
inches
Freeboard===================================>
1.0
feet
Side slopes_________________________________>
2.0
. 1
Inside top length===========================>
320.0
feet
Inside top width=====_______________________>
150.0
feet
Top of dike elevation=======================>
51.3
feet
Bottom of lagoon elevation=====-============>
38.3
feet
Total required volume==========---==========>
353624
cu. ft.
Actual design volume========================>
429792
cu. ft.
Seasonal high watertable elevation (SHWT)===>
39.9
feet
Stop pumping elev,__________________________>
44.3
feet
Must be > or = to the SHWT elev.==========>
39.9
feet
Must be > or = to min. req. treatment el.=>
44.3
feet
Required minimum treatment volume===========>
237600
cu. ft.
Volume at stop pumping elevation============>
185088
cu. ft.
Start pumping elev._________________________>
49.7
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr, 24 hr. rainfall==>
399792
cu. ft.
Volume at start pumping elevation=====_=====>
401317
cu. ft.
Required volume to be pumped================>
86024
cu. ft.
Actual volume planned to be pumped==========>
216229
cu. ft.
Min. thickness of soil liner when required==>
1.9
feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 10/10/2016 DATE: 10/10/2016
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*
*
*
*
*

3f-/o,�
GENERAL INFORMATION
r
Size of Operation:
COLLECTION
�.�., k !o
Are the houses adequate to properly collect and discharge the waste to a storage
facility? ✓ YES NO
STORAGE AND TREATMENT
Did NRCS Design Waste Treatment Lagoon?
•` YES NRCS Design Capacity lokv (number of animals)
Has Operation been Expanded without NRCS assistance?
YES - ✓- NO
IF YES, what is current design capacity?
Dimensions (L x W x D) of lagoon
NO What is present design capacity
Dimensions (L x W x D) of lagoon
Does existing waste storage structure meet NRCS standards for a lagoon?
YES
NO Does structure have at least 60 days temporary storage,
24 hour - 25 year storm storage, and 1 foot of freeboard.
YES Number of Days of Storage
animals
NO NRCS cannot provide assistance unless
landowner is willing to increase storage
capacity.
Assess Seepage Potential of Existing Waste Storage Structure?
Soils similar to SP soils ✓ High seepage potential
Soils similar to SM soils Medium Seepage potential
Soils similar to SC soils Low Seepage Potential
Soils similar to CL or CH soils Very Low Seepage Potential
animals
Where seepage is a high or medium risk, NRCS will advise landowner of
potential seepage and recommend and offer a more detailed investigation at the
landownei-'s request.
Is there any evidence of seepage? YES ..f NO
If yes then NRCS cannot certify operation until seepage is corrected.

J
APPLICATION AND MANAGEMENT
Does producer have access to adequate irrigation equipment?
✓, YES �./
Type' 100 Jet i r %
Available from:
NO Cannot certify until irrigation is available
Total acres available for land application of waste 617.0
Type of crop to be grown for waste application _ate K
Has crop actually been planted now?
✓ YES
NO Cannot certify until crop is planted?
Are any minimum separation buffers required from perennial streams, houses, wells, etc.
✓ YES Describe WelU A:t coarw'R()',,
NO
Can an approved waste plan be written for this operation?
✓ YES
NO Operation cannot be certified until a plan can be developed
NOTES
Sta. B.S. H.[. F.S. RR Elev.
. . . . . . . . . .
...... ....
I •

Operator:===================================>Aaron Smith
County:_____________________________________>Duplin
Date:_______________________________________>G-5-95?i-�a�
Dist, to nearest residence(other than owner):
ft.
sows (farrow to
sows (farrow to feeder).====================>
head (finishing only). ================---==>
1080
sows (farrow to wean).--====================>
head (wean to feeder).======================>
Ave. Live Weight for other operations(lbs.):>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft. /lb. ):______>
1.0
25 Year - 24 Hour Rainfall (in.).===========>
7.5
Rainfall in excess of evaporation (in.)=====>
7.0
Drainage area of buildings & lots (sq. ft. ):>
Volume of wash water (gallons/day)==========>
Temporary storage period (days).============>
180
eboard(ft.).____________________________>
1
SA slopes (inside lagoon):================>
1.2 1
In's-,/de top length (ft.}.____________________>
235
Inside top width (ft.)._____________________>
110
Top of dike elevation (ft.>:________________>
45.4
Bottom of lagoon elevation (ft.}:==_________>
32.9
Seasonal high .water table ( SHWT ) elev. (ft.) ; =>
Total required volume:=============> 212641 cu.
ft.
Actual design volume: ==============>236749.58 cu.
ft.
Stop pumping el. (> or = to 0.0 ft SHWT>
ft.
(> or = to 38.9 ft Min)
Required minimum treatment volume: 145800 cu.
ft.
Volume at stop pumping elevation: -237749 cu.
ft.
Start pumping elev..________________________>
ft.
Volume at start pumping elevation: -237749 cu.
ft.
Actual volume less 25yr-24hr rain: 220593 cu.
ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 50685 cu.
ft.
Actual volume to be pumped:==> 0 cu.
ft.

I

rl
J l.1i<a•AJ. 4?-V -77
z
Zo Y. /35ci3 X LE7-3 9�-;500
46
N07,6. ^6, 6e0uNi-) i-J 4,9Gco� A,?gP9 = IVW
&.&t-
'90l% Z,5o X b
37,4
• ,3qg Z36X44, ,: I/�
-04 250 X 6 c, 15I&DO
91,2. zS4 xr,q X4 = rrf om
4ZO zs"8 K GIZ) _ /7,59j �3
.� K /.6 26, O/ �7 F7
/©S, /46 F7: TZ+iAL
f Rf4,V44 FZ)P- t �►c u.�fc ccw-r r" T�� ;
of 70P t fir?&N 4 F ,60770N t '4 rAwA%S, 05,9 OF"AP ;sGcT�o v`

2
S70IM66: 94,50,Z) )l, /,.3S-F7r3
/000 Z.3,LWY �y
1474- r73 X/80 aly PO 0
C-cm 6,,, x X IFE-1
2,5r Y9 s 70 ;Z -LEI- x @s)
,C-LISU.
44.q ?70)( ao
43,7 Zr. I X -711
zs-8 Y, .6 $
`rQ���h�L
2-,

G196601V 1,?077 f-''
�•4
psem. 5t0,fN90 "
6
Tr;,MP sTOR46
za
7-OP OP 1�t/S6
• �j. 4
X11411A,laws' GGrT'CCr'%" l7.6U GF t Qu6fi�
Qom`
TOT 1.,KbP Iry
Q 9 .z
6,
4S.

J T G7.4c.�zi�✓ y=�P—��
s.r 5A`
33.0
L.bNCGT/-r �CZ$3� t -Z(I
rOZ•S F7Z-X ?710aO Ffs
fib15c5 �C.X�N1�i4T�� U©Gu/�s�,'
O3 R46E F)Lf- = z,/ Fr
F1' 441ti6 or- .c,5ooN wIc-t 436;
S4t�i�/G D 16Y �'9'/�Gr r .� J� 1.�-J/l T6i+, j •� D
w 45 t! rA. 4 rCIe.

4P,%b -) s�1/T!� - 0i�.��,,.�✓fj
D15p_--_)Ir
5 6
945"0o e,6 x 4.9$ � NIt"�'cG�%-✓ Y FE, ,eW 4' = /GS`'- 4 le
lt�vrl c/3 • 1)9Y
/6s3 j�• 3) = 41GG. 9 tea'. /Y/i�'r��G',✓
�J>Yo6.9L,d �Gf� X /0C, COlekl = S.,7C. C-01-- -1
IVO 7 '; 6OR" i5 '.vc.o--/9vrq/G✓Y�s���
.4 //.r,,Y6� f.�'i Y�• T/c•�.� /�'.ryT .*r9x lea CiS6o !eve
C*,0,4Sr1ft 49151f WW. Gas 4&,494,< 1s i5
FOR �CGG/�/fjTG VIQGGL6r5, W& 61ZZS d" t_e
oltr
10 1- 3
/ b 'x' �W6145
fiCCO,�Di/v G7 70 .5� /��cr.� c�ccs" �L=CC�'.•vG�-vL�}%.ti-�
/}L7L?1T�lUNl3L l�C�.S/bN /NF�O�'ru'rniTlG.ci C/QN r,�b' �7'cG,ti1!? !+�-�
s��q 9, �ic/�G�� Ci? v'ry opFic'G

I"
�4
S:
r.
i°
T�

V

r 11 111-11-INT r),',-' AGIRTflul IMPR
SO
J.
174A _7��:30 _. , ,./�i`I��y
Tow

• C: I I IFICAJ IION C;HEC;KL1S*1' i W U1-?, .6.nbr, l
GENERAL INFORMATION
Name: W;11jam!. D. •
Technical Specialist
�� .r•�..�.. I
Size of
Operation: I, t s
COLLECTION
Are the houses adequate to roperly collect and discharge the waste to a storage
facility? YES NO
Did MRCS Design Waste Treatment Lagoon?
YES NRCS Design Capacity ► I- LH? (number of animals)
Has Operation been Expanded without NRCS assistance?
YES NO
IF YES, what is current design capacity?
Dimensions (L x W x D) of lagoon
NO What is present design capacity
Dimensions (L x W x D) of lagoon
Does existing waste storage structure meet NRCS standards for a lagoon?
,% YES
NO Does structure have at least 60 days temporary storage,
24 hour - 25 year storm storage, and 1 foot of freeboard.
YES Number of Days of Storage
animals
NO NRCS cannot provide assistance unless
landowner is willing to increase storage
capacity.
Assess Seepage Potential of Existing Waste Storage Structure?
Soils similar to SP soils High seepage potential
Soils similar to SM soils Medium Seepage potential
Soils similar to SC soils / Low Seepage Potential
Soils similar to CL or CH soils Very Low Seepage Potential
animals
Where seepage is a high or medium risk, NRCS will advise landowner of
potential seepage and recommend and offer a more detailed investigation at the
landowners request.
Is there any evidence of seepage? YES NO
If yes then MRCS cannot certify operation until seepage is corrected.

r
1
APPLICATION AND MANAGEMENT
Does producer have access to adequate irrigation equipment?
ti... YES r`�
Type 100, ecir,
Available from:
NO Cannot certify until irrigation is available
Total acres available for land application of waste _ 0. o
Type of crop to be grown for waste application
Has crop actually been planted now?
YES
NO Cannot certify until crop is planted?
Are any minimum separation buffers required from perennial streams, houses, wells, etc.
✓ YES Describe _ wr a•{- o,, _ -� .
NO
Can an approved waste plan be written for this operation?
✓YES
NO Operation cannot be certified until a plan can be developed
NOTES

(
NAME: AARON -111 TH
ADDRESS: ALBERTSONIN.C.
PHONE: [phone]
TYPE OF AND SIZE
OF OPERATION: TOPPING HOGS NO. 1240
CLASS: III
DESIGNED BY:K.R. FUTREAL
DATE:12-30-85
APPROVED BY:1(.R. FUTREAL
DATE:12-30-85
PERMANENT STORAGE
1240 Hogs X 135 lbs. per hog X 1 Cu Ft per lb.
167400
Cu.
Ft.
TEMPORARY STORAGE
167400 lbs of animal wt. X 1.35 cu-ft. of waste per
40678
Cu.
Ft.
day per 1000 lbs. animal wt. X 180 days
RAINFALL LESS EVAPORATION
7" X 35237 sq. ft. 'of surface area per 12"
20555
Cu.
Ft.
per ft. -
RAINFALL 25 YR. I DAY STORM
7. 5 X 35237 sq. ft of surface area per 12"
22023
Cu.
Ft.
per ft.
TOTAL STORAGE NEEDED
250656
Cu.
Ft.
9284
Cu.
Yds.
TOTAL STORAGE AVAILABLE
256133
Cu.
Ft.
9486
Cu.
Yds.
AMOUNT OF FILL DIKE
32000
Cu.
Ft.
PAD
36460
Cu.
Ft.
----------
TOTAL
68460
Cu.
Ft.
SETTLEMENT 10%
6846
Cu.
Ft.
TOTAL AMOUNT OF FILL
75306
Cu.
Ft.
2789 Cu. Yds.
CUT : FILL RATIO TOTAL EXCAVATION 262000 Cu. Ft.
3.48 : 1 9704 Cu. Yds.

...
..a.0 u. as.u■
iiiiiiiiioiu■
iii....saws"-

AARON SMITH
3toI i
� 1 t
C 48.0 ] [46.0 2% S]
1 10 FT. ] /------- -------
/ 1
1 46.5 ] 1 1 1 1 1
---------------T-------- --------
----/----------------------/
1 2 I 44.5]------- >---/------------------------/
ttto /
t /
i 1
t !
t 1 36.5 ] 1
1------------------/
TYPICAL CROSS SECTION
ro", j

Lim
AARON SMITH
SEEDING SPECIFICATIONS
AREA TO BE SEEDED 2.0 AC.
APPLY THE FOLLOWING
USE THE SEED MIXTURE
INDICATED
t }
{ }
i )
i )
N
2000 LBS. 8-8-8 FERTILIZERS
4.0 TONS OF DOLOMITIC LIMESTONE
160 BALES OF SMALL GRAIN STRAW
100 LBS. FESCUE GRASS
70 LBS. OATS
100 LBS. BAHIA GRASS
8 LBS. WEEPING LOVE GRASS GRASS
24 LBS. HULLED COMMON BERMUDA A GRASS
50 LBS. UNHULLED COMMON BERMUD
DIVERT ALL SURFACE WATER TO A STABLE OUTLET.
THE EXCESS SPOIL WILL BE USED TO CONSTRUCT THE
ACCESS ROAD
T.B.M. BASE OF FENCE POST AT STATION 0+00-D
ELEVATION 50.00
ALL LIVESTOCK (COWS) SHOULD BE FENCED OFF THE PROPOSED
LAGOON AS WELL AS THE EXISTING LAGOON

AARON SMITH
APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (N) - 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365
DAYS
(N) -0.48 X 167400 X 365
------------------------------
1000
(N) -29328 LBS
IT IS ESTIMATED THAT APPROXIMATELY 30% OF THE NITROGEN WILL
BE AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
8799 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND THEN
44 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND THEN
22 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE
ANALYZED TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA
LABORATORY IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS.
YOU SHOULD CONTACT (AGRONOMIC SERVICES DIVISION }
(NCDA, BLUE RIDGE RAOD CENTER )
(RALEIGH, N.C. 27611 )
(PHONE: [phone] )
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
WHEN APPLYING TO PASTURE LAND APPLY AT A SLOWER RATE IN ORDER TO
TO MINIMIZE ANY RUNOFF.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
BEGIN PUMPING THE EFFLUENT WHEN THE FLUID LEVEL REACHES
46.5 ELEV. DO NOT LOWER THE FLUID LEVEL ANY LOWER THAN
1.5 FT. BELOW THE OUTLET PIPE.
N

AARON SMITH
VOLUME a DEPTH E AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION I
6 27
VOLUME = DEPTH I L X N + L X M + 4 X L X N 7
--------- --------------------------------------------------------------------
6 27
VOLUME = 10.0 E 200.0 X 150.0 + 160.0 X 134.0 + 4 X 180.0 X 142.0 I
6 27
VOLUME = 10.0 E 153680 I
6 27
VOLUME = 256133 CU. FT.
27
VOLUME = 9486 CU. YDS
0,

ti At
USDA SOIL CONSERVATION SERVICE
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME Aarlo,% - Sm;4-h
LOCATION_O_,,_ A(, 1/1 eaallly. 0,� m..ie, So,ik -:n-," dlbej
vt
SIZE OF OPERATION FARROW TO" FEEDER
FARROW TO FINISH
FARROW TO WEAN
CONTRACTING COMPANY FEEDER TO FINISH
WEAN*70 FEEDER'
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION 0 0 FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION /s,-L y
DIKE TOP WIDTH
TOP OF DIKE
BOTTOM OF LAGOON'
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES NO_✓-
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS yFt�be
4-
r
SIGNATURE TITLE oscr DATE

.. 1
LAGOON DESIGN CHECK LIST.
Copy of 026 and.supporting maps included if'clearin inv .g olved.
(including access roads and waste application system sites)
Dam Safety Exclusion
a. Dike not over 15 feet..high to down stream -'slope and not over
10 ,acre. feet storage to top of dike..,: •
3. Storage Volumes'.' . .
designed volume exceeds .:needs %,
all temporary storage is designed above the".seasonable'high
water table.
b.'I-minimum of 6 feet treatment volume depth available
a4--',no sludge storage statement included if landowner so requests
,4.-' Operation & Maintenance Plan (sheet, included)
L,., ^begin and end pump -out .elevations , shown "
Location Sketch ( included)
a. distance and direction to nearest residence shown
b. road numbers shown •
c. north arrow.shown
6. Hazard Classification Sheet.(NC-ENG-34 included)
�1 i
�• �. •.distanco rto nearest s ixeam in event of dike failure shown
distance to nearest public road in event of failure shown
t.r- topo map of 'area to support a & b above included "
7. Waste Utilization Plan (included)
ta!r all tracts, field numbers,.. field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
,,-etc.) crops shown
ignatures of producer & person preparing -plan
_1_f_�pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
L :� legible ASCS maps of effluent disposal fields .included
Le,,r^ legible soil..survey sheets showing all effluent disposal. .
fields included
suitability of soils for crops planned assured
attachment "B" on sampling procedure included
8. Soil Investigation Sheet (SCS-ENG-538 included)
minimum of three borings on Class IV & V.- lagoons _..�
borings 2.0' below designed bottom of lagoon
location & elevation of borings in relation to-grid•survey
seasonal high.water table at highest elevation
borrow area location shown

9,.�Seeding specifications included (lagoon dike and other exposed
areas around buildings)
10. Construction specifications (sheet included)
L, .need for cut-off trench addressed
,,45r—. need for sealing or lining with impervious material addressed
and- anticipated locations of such areas identified
protection of liner during initial filling and near flush
pipes addressed
11. Grid sheet (original or ledgable copy)
"r-.-'gridded area large enough to include embankment slopes and
urface water diversions
location & dimensions of lagoon & buildings shown (lagoon
inside top measurements shown and lagoon corners identified
by grid stations)
mil -surface water removal (pipes, outlets, etc) shown
W. S03.1 borings location shown
� .TBM_ location & elevation shown
Lf-.-lexisting utilities located (if applicable)
12. Typical cross-section included
La-.-* dike elevation & top width shown
Lk-.' lagoon bottom elevation shown
Lcer-'"side. slopes shown
Ld-.--O effluent outlet pipe invert elevation shown
building ;pads - elevation & grade shown
-cut-off trench shown -I'if. required
�--liner shown - if required
13. Volume Computations
a. excavation
b.dike fill di r r
C.: pad fill'
14. Summary Sheet
a. design requirements
b. excavation Volume
c. fill volumes
d. cut -fill ratio
e. job class
Location of subsurface drainage (if present)
Presence of utilities addressed
17-,--1 Observation of cultural resources statement included
Operation is outside of jurisdictional limits of municipalities

����o�rnn�nmmn
e��_��mm�mmemn
���_e��omoaa,�m'r,ev
������m�����nnom�
�������enm�o,ese'ee�
���e�-�m����mm�en
�a�����m��mmmm
�_�o��mm���m�em
��e����m���nrmmn
����o�non�,0r�emm
����am����emmm
������m�emm�mn
--��s�m�oe��ee�mm
����w�m���t��umn
�s��ovm���mmm�
_s�a�m�����mmn
������m�n��m�rm�
LAGOON SKETCH (optional)
-J.
,3
314

D,,Le °� St• 3
3�io� — �g� _3�• 3
1�P o� Pam S.8 st. 4 ,
6.3 l'.o.q 910
� I
to-I.�J �•sq � I
F.lr

Aaron Smith Old Farm
AWS310106
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

Aaron Smith Old Farm AWS310106
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1, separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Aaron Smith Old Farm AWS310106
Lagoon surface -- look for:
1, undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2, side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Aaron Smith Old Farm
AWS310106
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0, Optimum lagoon liquid pH is between 7.5 and 8.0.
A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.

Aaron Smith Old Farm AWS310106
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

Aaron Smith Old Farm
AWS310106
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

Aaron Smith Old Farm
AWS310106
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

Aaron Smith Old Farm
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
AWS310106
910-796-7215
910-296-2160
910-296-2120
910-296-2121
910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

Aaron Smith Old Farm AWS310106
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice I technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: AQriment services, Inc.
b. Contractors Address: Po Box 1096, aeuiavilie, NC 28518
c . Contractors Phone: [phone]
6- Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: ceno Kennedy
h. Phone: [phone]
Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

Aaron Smith Old Farm AWS310106
i9611*411111115010•IN lrz.Is.�:rx•�:� tl • n► r�s•»:11MAIll
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (V) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits Crusted Solids (,/) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Storage Accumulation of feed () Reduce moisture accumulation within and around
residues 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).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage 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).
MIC -- November 11, 1996
10

AWS310106
Aaron Smith Old Farm
Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (df pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
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

E
L.
LL
__0
O
E
N
O
L
Q
O
r
O
M
Q
O
Z
E
L.
a
�
�
V
CU
°
_
C
U
u
u
�
O
i -1
E
>
uj
v
w
-
-
d
U
cI
U
m
ro
m
+O
T
L
v
av
Y
a
>
Y
N
Y
c
u
a%
n
—
Q1
L
f4
L
O
Y
N
v
Y
O
O
�-
a1
C
C
a!
C
vC
L
s
Y
N
>
C
U
T
Q
O'
"
V
w
ro
.E
ai
E
L
L
f0
v
o
O
u
v
0
c
-0
>
1
U
.-
y
O
>.
n
—
a1
cu
W N
N
O
p
'
c�c
C
U
-O
o
m
v_
o
a
w
w
OL
V
L
Os
=
L
ai
v
co
U
Y
O
E=
\
O
Z
O
T
O co
U
_
,
c
m
aJ
Z
V
u
m
-0
O
W
DL O
E
'D
-0
H
O
-0
-C
v
v~i O
U
"
Q
Z
Z
M,
w
E
O
u
O
m
O,
NI
E
O
Y
Q
CL
O
a
m
C
O
> L
6
C
Y
O O
Q UCL
i
rB O
Y
O O
CL
V�
aJ
Y (Q
L
u
._
Q N
Qtjo
L
Y �
CL>
�O
C
CL
O
O
'n
C10
(0 N
O. >
*_'
C C
O
vOi
cv
.0
c
o 6
C
v
c
OU
-aaJ
!Em
NvUi
v O
_0
rrz
a 3
0
C
0 O
0
.?
U u
M
Cl
-O
7
T -6
S
Qj Y
> V
C
(9
:t
.3
a
F
I
v
(J
O
O
3 T
L
c
ru -0
Y T
v
d0 i
> Q
c O
4� Q
Y
c L
'�o v
� c
a
C
O
u
O
o
a L
LU
L C
N
L
U
3 Y
c
aJ
V >
C tio a]
c
FIG � Q
c
L O C
Q
(O Y N .L
C O u
o v o c`o -0
V Q C N
a a, oLn
`U ° v v
0 m _u
ac a
V)
Y (]
CL
C U C a!
M4'@ L m
°Ja E c M a,
m o s
C7 "- O
a a ❑
>
C
O
O
cv
Q
CLra
a1
C
C
U
41 Q
L ZCL
C
N
c
'O
a1
Q
m i
ro
cu
+, O
O
7
m
V7 C
V
>
L
o
�
O
N
v
cr
w G
Y
c
T
'p
al
'6
a,
E
(O f6
L
O
OD
O
CL
O
c c
a
v
m
f0 @
S
N C
�
L
C
L
L
N
4,
W
'L f9
Q L
O
L
@
c 0
Ln
B
aJ
Y L
O
u
.N
7
> O. Y
� L
C
0 a)
•Y
Y
Q)
o
O
y
to
ru
D v
a
N
L—
O_
E
U�yy ° rco
a,
Mu
Ln
V Y
a)
Y
i 3
v
•u
v CO
�
O
u L Y
O u
@ �
a°
(�
C
O_ L
Z
V L+
u v
o
L
O
ai
aJ
E s
.Lna
U
-aOu
OY
®
❑
❑
❑
Z
LU
c
O
•�
W
�
C7
�
a
Z
c
u
a
O
c
v
}
O
Q
y
N
Q
a mU
O
O
ra
V
c
O u
o
g
Lo

L
o
Y
C)
L
V)
`bLo
u
O
@
Q
V)
�
Q
p
(Arh
C
r�r
C
>
a)
N
O
C
>
>
GD
O
M
LA
1N
Vf
4-
L
Q
7
7
U
N
C
O
a
a
a
•
•
•
•
O
L
O
0
0
•Y
C
o
o
L
L' Y
Y
•=
aJ
Q)
0
Qi
> >
Q)
3
)
L
L
i
V
a)
Y
UJ Q
O
Y
>
O
a1
"6
tB
Q
V
>
"
+'
C
O
�
O
+, '3
_
-C
0-
O
u
L
+J
rn
Ln
m+�
Ln
O
.3
+�
41
> a,
Y
Y
r6 4"
C
L
0
Q
N
Y
a O
v
O
c
0
r�o
Q
F\
u
p
LO
L
m
v
Q
Y
C
Y
Y
Ln
cu
a)
Z
Y
N
zi
Ln
f6
0
�
Vl
�
�
=
� Y
O
a
❑o❑a❑
❑
❑❑❑
❑
W
F..
�
N
w
Ln
—
cB C
o O
Ln
N
3
Z
Q
Y
u N
O
m
C
m
nE
O
O
O
C
O
a'
O
Y
O
LU
EA
0
C)
LA
0
u
O
a:O
a�
Q
Q
_
a
r0
L
N
0 Ln
Ln L
O Ql
Lo
C O
.C:
>
c
tio
Q
_a) a) Q1
.fl u U
U_ f0 D
aJ
O
to m ra
p
E
QL1 C C
_
a) Ln
•a
—
-C
.—
0
Q Q
>'
3
L
O
n
v
O
O
c
ro
c
C
m
L
i C
Q
C
0
a
L
O
a a)
L 7
0
0
0
0
O cr
Y
�
O
O
4•-
I_
4
C) �
v
> O
-0
O
C)Y
ro
O O
O
O-
a Q
c
O L
4-
L
M
�_
C (D
a)
H
C
p
QJ
-6 >
L
O
uV1
vi ro
w
w O
Y_0
i
p v
U
Q
v
Oai
C
LL
N L
L C
m
O
N
E
a)
E
C v
O � aj co
v---
v
4_ u L
a
O
r0
Y Y
Y
m
Q1 Y QQ Ql
Zc
L
VI 0
c
U1
c
L
cn
Ln (u Y
� Y O
a
❑oa❑000❑
❑
Z
Q
Q
L
O
0
O
LL
_0
I
v
�
z
a)
>
N
ra
m
aJ
�
�
j
O
W
LA
@
_0
D
O
0
_
rn
0
N
Ln
I
0
W
O
a
a
2
w

u;
LA
c
a
E
E
0
u
0
L
,e +
ru
a
v E
-0 0
C �
'3 c
tao c c
c v
Q-
� v
L C)
0
>
u
O
,n
C
c
aJ
7
Vf
QJ
Y
72
aJ
C
V
:3
L
L
N
Q
V
Y
C
I
0
v
T
E
U
C
},
�D
OJ
7
.2
Z3
N
>
O
+�
ro
+�
ry
ro
L
Q
UL
—
x
a
C
N
In
Ln
E
>
ru
v
_
m
c
a
o
c
. N
��.,
y
L
(O
a)
U
LZ
n
c
p
@
N
L
y
U
w
u
O
O ❑�❑❑
❑
❑
H
g
v
z
OA
W
I
O
Z
O
z
_0
Q
O
m
\
a,
W 4-1
0
>
0
♦
♦
rn
N
0
N
rf1
N
I
0
W
O
Cff
rl
Q
N
o
ry
>
ra ro
> >
w
0
0 0
1O
0
p
a
a a
0
a
a a
ro
vc
c c
(=a
Z
>
> >
x
Q
i
L L
Q)
Ln
o.
a ro
m
5
t
o
L
i�
N �•-.
ro
•F.+
C
n
7
L
aJ
4! a1
4-
•�
L
T
_ L
T T
1
•�
C
M
OC
U
N
a
ro
r
�
a
ru
L
X '6
D
0
L
Q
C
y
v
N
—
U
U! ,� v
d> v N
p
0
ra
T
O O
v
c:Y
v v
_T
-p
uE -p
Q
N
4J E
O
E
Y
'O
W a)OA p c
N i
Q u
v
y
u
L �:
v
y
0)
O a0 0
' M
ru
O
O O
C
m
p
4'
L
00
O
N
"C 41 i
O
v1 ro
i v
In ro r9
pC
�-'
L
_0
m
>M 47
O N c
-t
C
*''
E
In
00
u
vlu
0
p�
4J
a O n
Y
CQ
C
>
p
L
Ln
In n.
v v v v
v
a a
v
O
L
o
Ln
M
ro fl •� ro
O _O
Q)
o
O
U
7
.C:
L
In y In
Y S
0 N a)
-= LL
In In
Z)::) O
0
*'
In
Z)=)
In
a�
u O
Q
Q
W
Z
W
W
W
W
n
C7
I
Q
ILA
N
w
0
I=
ru
0
U
_0c
O
m
m
�
1
o
0
Q
W
V (
( j
V1
O
0
O Q
Q
D
o
0
3

LE
C
v
E
E
O
u
W
cc
D
u
H
W
a
O
H
W
N
a
3
Z
O
O
a
J
c a
a, O
1Z
7 O
N �
m
v
a,
O
11
e
c
y O
O 0 m O i
m a a'
of
3 a) Ln ao
EO O D v m .o O 0
v = c O '-' ra
a1 O O ? a m i= rO
al MOO
t'n V ++ O V C E u i
[o aJ �; O r,, v = ` E N a) a)
m O_ -6 U I >
E u c a) a) O
O O > U
7 '
w Q c
0 t6 = m aJ .- a) V O c Ln
t 0 u L .Q Q v w t�LII D u Q a)
OA _ N O vt , N— c O
O v O ` c> m` n v .V O L
Q- N 1- Q O N 0 qa aJ
O O u_ �_ O LnO ca _ +) N
Nuo a) U0 3 w u O a1 a1 a
v.° o °� a04 si 0T n aai a v
O u L +� O 3 L. ,, c d
+- v o w Q u i �, N c v O a1 ` V
a) an cu c °' ° m = w ^ > E v 2
E C O O w m y Q Q .E
E N
U (D : m e a s m a
c �, CT� Q v c Y
w= a 2 '^ Y— S� =) =) Z) f9 O
❑ ❑ as❑® ❑ ❑❑❑❑ ❑
v
73 0
Q
u
u
C
0_
O
_0 Q
O
v
U c
_0V
c N
u
O
a!
m
L. O
E O
to V1 M U
E L
O
00 N 0
OU
E
0
m c
a
CL
m
Qu a)
•c u O
v
E v
1=
C tin
a, v ai
L
a Q 3
E E o
m�
C) v
a v
as Cl. LO
sz u
O c
® moo o❑
M
W

c0
O
O
M y
y
u
tv
Q 0-
0
v
z °-
! a
L
a
a
of
C
v
E
E
0
U
4-1
U
aJ
t
U L
Q �
+� O
C N
V E
O
O o
1 =
^� O
L Q.
GJ p
E a
m
co
C
v
N
m
J �
Eu
L 30
LL
mLn
�
v h
c 3
3 �
O
O
t
-0
v
°
uo
w
ru
L
0
u 0
O
c
> +
p
O
a
p °
o
o
a
u
p
ti
OA
i
°
C
>
U
L
t m
U Z! +•••
L
�.,
"O
O
v a,
>
-
-O
L
v
E a M
°
4-
`o
°
v
Ln
p
E
3
3
O
o
_c
3 f0
Q
a
J
v
v m C
O N L N
vt �' ` O O OCO
N C E
ate+ m
U
O f0 >•
'O E 7 O r0 'O 3 V, a
C— N un > m Q v m
O° , Q
C v -0 a) a)Q. L
n tin
uo Ln •c
3 L
- > a, > v �
> 3 c CL a,
'
p r>o ° ° Q vi v U CL B Y 0)
L ro m c c U 0 0 >- a1 a,
m L O c c ° mO fl_
.� Q ° ai Q u4 w > @ I
u c ;a o w no v Q QLn c N
c c
L Ln E
—
7 ro L �� O a, v 7p N v V
>. v C C a, C T N U L a,
a• a)v N
Q v O= ro s v O O O v c° aj
a U c� i �° O
C
a,
a,
r a
x =
a
c �
en o =
c
`o_ o
C: L
° Q La
Q L QJ
0 >
L O
> 3 u
L O
fl_ c w
c LA
=
(O
H
L
Lnv v 0
-0 y
V) 3
v u
U
m ra m v
L C
L C _0V O
O O O u � 'Z
O Vro
U, (AM d CCW
u ro c ro O O c
a,
a, cu u C u Q Q. a, U
°
aJ ° o rU 0 a,
o °J
u Q u ra 0)c o n 0-t •° O '� m
- � v v � a
v W I
c a ,> cro v
v� O O r� to d
_ 0 C
L 4- rLo L U L L N
O c p U v v a, W O m
CL
V) .T Q C Q L
c a o M 4 v 3 v E t
H Q c Q 3 0 u 0
m
­,
0
Ln
\
C'4
N
I
0
w
O
Of
a
a
a

mow—
O
cc
LL
W
J
m
g
a
Q
a)
\ u
O_ aJ
E�
CC) C
\ L O
7 7 N
'O O C
a) N Qj
aJ
Of w
Qj
`n '� C C C C C O O O O>
ro � -a -a -a -a � ao ao an Lw •+� 'v,
C a. a. . a. a1
ro L
7 7 CInIno 7 O 0 0 0 0
L QJ
V1 O U U U U U -O -O -6 it
C C C C C C C C C C C p Z)
cu •0 Q! aJ aJ U U U U O
U aJ
0 3 3 3 3 3 3 3 ° Ln
3 u 3 3 3 3 3 3 3 3 3 o u
3 z 3 3 3 3 3 3 3 3 3a: z
Ln
m
C
a�
v
C
p
aJ
L
+
E
C
+
v
a
Lw E
M
v
u
C
L
�
o v
o
n
O
O
C
u
�p O
J
Ln
a �--+ ti0
C
S
+'
C n
Ql
Q1
a N J
7
v aJ
LO to
LCL
a1
,C E
O
r-i
E v
E
O
v
O
I—
Z
Lu
a! Q1
-6
C
p C
in L
�, C
Ln C 4-
4-1Md
C
'� m
U Q1
w0
LL
C ..
EY v
..
aCi
a�
a
)
cCo~
u
O
p
Ln
Ln
ao
o n a!
C a f]p
a1
tlA
L
+�-+ O
L
L O
m J c
c
m
.�
`0
0
O
a (u
a'
Z
Lu
C
aJ
N
(0
00 ±
E tN
L6
a> ac 7
7
N
qa wN
aJ
>� E r0
N
O
�+
O
O E
mE
+� N C�
E
an
�
�
N
E
t v
m o
c
a LO .0
.0
C LL
E
n d 7`
,�
aJ L
E O f
cD C
O
Y
a� to 3 `^
p
O L.L.
to to C C
LL
C
v- U
aJ OCL
W'
w C m 0
0
0 C
-0 a1 Y
�n C �
C -0-O
•�
_ a
U
a'a C
L n -0O
U
.0
2
E o
CD
0
0
*' d
LL
C
u C Q
+� O a
a
L° a1
C
I I I I
Q1 0 N N
a O
C
+p a)
v
C
U 3
U
Ln 00 N v
m m� d'
C c
'�
O C
a
w
'3
tN
I I
o" L
E m
y M
= J L/)
Ln
m @ m m
C
E U m 00
00
rCo LCa LCv LCa
o
a1 00 00
bq Q i
00
(n V)
�, —
+-' 4� Y
N Ln LN v1
U O
C�m 00
O N
Oi
N
u u
m m
U U U U
u vi
M Ln H c-I
H
LL LL=62
�. �.
C C
W W
W
W W
Z Z Z Z
ru p
Q-
L= co co
Q a w w
cocap
w
m m
w w
U U U U
Z Z Z Z
C
Z 0
m
N
N
Ln
N
r
I
LU
w
O
Of
d
a
a

Aaron Smith Old Farm AWS310106 Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
FVI1-1 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a 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 by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
2/15/2024
Date
2/15/2024
Date