310680_Application_20240219

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: AWS310680
2. Facility Name: W. S. Matthews Farms a *3
3. Permittee's Name (same as on the Waste Management Plan): W S Matthews Farms Inc
4. Permittee's Mailing Address: 235 Billy Matthews Ln
City: Turkey State: NC
Telephone Number: 910-990-3922 Ext. E-mail:
Zip: 28393
5. Facility's Physical Address: 6 IQ Ca✓ I `I"o"A R"A l.A ,
City: -Bewdens- WGto,—%,k J State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code): _
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): James Brent Rhodes Phone No.: 910-271-4681
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 - Wean to Feeder 2,600
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: 28398
OIC #: 1011706
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
11/29/1994
Full, clay
133,639.00
27,580.00
19.50
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,IOC(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), signed 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): U n ad L.
Title: C L__ U
Signature:
Date: 2 '' � '� - 202 C/
Name (Print):
Title:
Signature:
Date:
Name (Print):
Title:
Signature:
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
This plan has been prepared for:
WSM Nursery #3
WS Matthews, Inc. WS Matthews, Inc.
260 Billy Matthews Lane
Turkey, NC 28393
[phone]
QmOlm2018
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services Inc.
PO Box 338
�Iarpells, NVZ28444
(910)3§51-,656
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
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 waste management that are included with
this plan.
Amu- J
A0- %_.r
Si tine (0"er) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture -Natural Resources C nservation Service or the standard of practices
adopted by the Soil and Water eservatioQ Commission.
; 11 /j
Plan Approved By:/) IIIJ 7J 74, /17K I �
7 -&V- 4
ec specialist e'ate
r"I" 704827 Database version 3.1 Date Printed: 02-01-2018 Coven Page 1

Nutrients applied in accordance with this plan will be supplied from the
foHowing sQuree(s):
Cornmercial Fertilizer is not included in this plan.
SS
Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a 2,600 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds- of Plant Available Nitrogen Generated per Year
Broadcast
1144
Incorporated
1964
Injected
2163
Irrigated
1243
Max. Avail.
PAN (lbs) *
Actual PAN
Applied Obs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
E
11243
10082
-85839
450275088
-355309488
Year 2
1,243 -
--11531
-10,288
49606,108
-491099508
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for* this source.
701827 Database Version 3.1 Date Printed: 02-0I 2018 Source Page I of I

WS Matthews Farms —Nur. #3 (31-680)
Producer has option of planting a Winter Cover ............. should WC be turned under,
only 30 lbs. PAN per acre is allowed, and must be deducted from the following PAN rate
of next crop planted. If there are plans to harvest the WC for hay, 100 lbs. PAN per acre
is allowed (maintain all crop yields). Should the WC be grazed off, 75 lbs. PAN per acre
is allowed.
3/11/17
Greer Moore
Technical Specialist

b
,PAD i2 Q� LP, C
, anc ,
< 2
Low potential to contribute to soluble
None
nutrient leading below the root zone.
>— 2 &rmone.
a potential to contribute to
Nutrient Management (590) should be planned.
<-10
nutrient leaching below the root
igh potential to contrbibute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leading below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Bufers (391).
r�"
701827 Database Version 3.1 Date Printed 2/1/2018
PCS Page 2 of 2
NOTE. Symbol * means user- entered data.

In
The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilisation for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully allied
Sites mud first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge applicalioa If this is not possible, care could be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PAN Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
I Minimum Acres
5 Years Accumulation
Minimum Acres I
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge = Standard
Corn 120 bu
150
13.16
6.62
13.24
19.85
Hay 6 ton R.Y.E.
300
26.32
3.31
6.62
9.93
Soybean 40 bu
160
14.04
6.20
12.41
18.61
701827 Database Version 3.1 Date Printed: 02-01-2018 Sludge Page 1 of 1

The Imgation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
nmoff. This table provides the rrraximvrn application rate per how that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
even.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
WSM
1
Norfolk
0.50
1.0
WSM
2
Norfolk
0.50
1.0
WSM
3
Norfolk
0.50
1.0
WSM
4
Norfolk
0.50
1.0
WSM
5
Autryville
0.60
1.0
WSM
6
Autryville
0.60
1.0
WSM
7
Autryville
0.60
1.0
WSM
8
Forfolk
0.50
1.0
701827 Database Version 3.1 Date Printed 2/1/2018 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The iplan requires consideration of the realistic yields of the crops to be grown, their nutrient' requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure o
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field m
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is 7Y
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table r earl
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Canm.
Fert.
Nutrient
Applied
Obs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
OWN
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
WSM
I
SS
Norf6lk
4.47
4.47
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
44.34
0.00
198.19
0.00
WSM
1
SS
Norfblk
4.47
4.47
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.91
0.00
111.59
0.00
WSM
2
S5
Norfolk
4.91
4.91
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
44.34
0.00
217.70
0.00
WSM
2
SS
Norfolk
4.91
4.91
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
122.58
0.00
WSM
3
SS
Norf6lk
5.01
5.01
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
i
44.34
0.00
222.13
0:00
WSM
3
SS
Norfolk
5.01
5.01
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
125.08
0.00
WSM
4
S5
Norfolk
6.18
6.18
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
44.34
0.00
274.01
0.00
WSM
W
4
S 5
Norfolk
6.18
6.18
Wheat Grain
.60 bu.
9/1-4/30
125
0
0
Irri .
g
63
24.97
0.00
154.28
0.00
WSM
5
S5
Autryville
5.77
5.77
Corn, Grain
85 bu.
2/15-6/30
104
0
20
brig.
84
33.55
0.00
193.60
0.00
WSM
5
S5
Autryville
�
5.77
5.77
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
g
52
20.77
0.00
119.85
0:00
WSM
6
S5
Autryville
4.44
4.44
Corn, Grain
85 bu.
2/15-6/30
104
0
20
brig.
84
33.55
0.00
148.98
0.00
WSM
6
S5
Autryville
4.44
4.44
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
brig.
52
20.77
0.00
92.22
0.00
WSM
7
S5
Autryville
3.77
3.77
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
33.5$
0.00
126.50
0.00
WSM
7
S5
Autryville
3.77
3.77
Wheat, Grain
45 bu.
9/14/30
104
0
0
Irrig.
52
20.77
0.00
78.31
0.00
WSM
8
S5
Norfolk
26.58
26.58
Corn, Grain
115 bu.
2/1'5-6/30
131
0
20
Irrig.
111
44.34
0.00
1,178.50
0.00
WSM
8
SS
orfdlk
26.58
26.58
Wheat, Grain
60 bu.
9/1-4/30
125
0
1 0
brig.
63
24.97
0.00
663.57
1 0:00
701817, Database Version 3.1 Date Printed: 2/1/2018 W[1T Page 1 c,;f 3

Waste Utilization Table
Year 1
Nitrogen
Comm.
Res.
Manure
Liquid I
Solid
Liquid
Solid
PA
Fert.
(lbs/A)
PA
ManureA
Manure
Manure
Manuft
Nutrient
Nutrient
Nutrient
pplied !i
Applied
Applied
Applied
Req'd
Applied
Applied
(acre)
(acre)
(Field)
(Field)
(lbs/A)
(lbs/A)
OWN
1000
Source
Total
Use.
Applic.
Applic.
Tract
Field
ID
Soil Series
Acres
Acres
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
Total Applied 1000 gallons
4 027.09'F°'f^
Total Produced, 1000 gallons
496.60`.Y
. ";
3 _y rA.
Balance, 1000 gallons
-3,530.49ta
Total Applied tons
'may:.
�a'.,�:;f
. xxs.+:�k,;j� : .
0'00
Total Produced, tons
0.00
Balance tons
j�`�`x`'`"�,
0'00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
701827 Database Version 3.1 Date Printed: 2/ 1 /2018 WUT Page 2 of

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
itrogen
PA
Nutrient
Req'd
(lbs/A)
Canm.
Fert.
Nutrient
Applied
'(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
Manure.�
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
WSM
1
SS
Norfolk
4.47
4.47
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.9�1
0.00
111.59
0.00
WSM
1
S5
Norf6lk
4.47
4.47
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.7�
0.00
244.61
0.00
WSM
2
SS
Norfolk
4.91
4.91
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
122.58
0.00
WSM
2
SS
Norfdlk
4.91
4.91
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
268.69
0.00
WSM
3
SS
Norfolk
5.01
5.01
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97,
0.00
125.08
0.00
WSM
3
SS
Norf6lk
5.01
5.01
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
274.16
0:00
WSM
4
SS
Norfdlk
6.18
6.18
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
154.28
0.00
WSM
4
S5
Norfolk
6.18
6.18
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
338.19
0.00
WSM
5
S5
Autryville
5.77
5.77
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
119.85
0.00
WSM
5
SS
utryville
5.77
5.77
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
39.94
0.00
230.48
0.00
WSM
6
SS
Autryville
4.44
4.44
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
92.22
0.00
WSM
6
S5
Autryville
4.44
4.44
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
39.94
0.00
177.35
0.00
WSM
7
S5
Autryville
3.77
3.77
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
78.31
0.00
WSM
7
SS
Autryville
3.77
3.77
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
39.94
0.00
150.59
0.00
WSM
8
SS
Norfolk
26.58
26.58
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
663.57
0.00
WSM
8
S5
orfdlk
26.581
26.58
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
1371
54.72
0.00
11,454.55
0.00
Total Applied, 1000 gallons
4,606.11
"A. 4'
Total Produced, 1000 gallons
Balance 1000 gallons
4,109.51
Total Applied tons
0.00
Total Produced, tons
y; y' °:
'� ''.-` ���� �'
0:00
Balance, tons
11:'n} .` '"` "✓ F ail
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
70182'.7, Database Version 3.1 Date Printed: 2/ 1 /2018 WUT Page 3 gf 3

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai table.
Planned Crops Summary
Tract
Field
Total
Acres
Fseable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
WSM
1
4.47
4.47
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
WSM
2
4.91
4.91
N/A
Norfolk
Corn, Grain-
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
WSM
3
5.01
5.01
NIA
INorfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop.
35 bu.
WSM
4
6.18
6.18
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
WSM
5
5.77
5.77
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
WSM
6
4.44
4.44
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
WSM
7
3.77
3.77
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
WSM
8
26.58
26.58
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS: 61.13 61.13
701827 Database Version 3.1 Date Printed 2/1/2018
PCs Page 1 of 2
DOTE: Symbot * means user entered data.

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume aocwnulated The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe facility. If the available storage capacity is greater than the design storage
capacity, this indices that the plan calls, for the application of nutrients that have not yet acctBnulated
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
149
1
8
118
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
701827 Database Version 3.1 Date Printed: 02-01-2018 Capacity Page 1 of 1

Crop Notes
The following crop note applies to field f s�. I, 2, 31, 4, 8
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official variety "green book" and infrnmation from private cries to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to f eld(s): 5, 6, 7
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining lid behind- the planter. The rest of the lid should be applied about 3 0-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
70.1927 Dat&ase version 3.1 Date Printed: 02-01-2018 Crop Note Page t of 3

The following crop note applies to field(s): 1, 2, 3, 4, 8
Wheat.- Coastal Plain, Mineral Soil, meditun leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1 /2" deep and increase the seeding rate by 5 % for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and inforinnation from private c ' es to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 5, 6, 7
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1 /2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable- seeding rate MOWL tcations in the NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and Information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 1, 2, 3, 4, 8
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increaser the seeding rate by at least 10% for no till Planting.
Seeding depth should be 1-1 1 /2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-3 a lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable- double crop soybean production.
701827 Database Version 3.1 Date Printed: 02-01-2018 Crop Note Page 2 of 3

The following crop note applies to field(s): 5, 6, 7
Dooubk-eropr Soybeans, Coastal Plain: Mineral soil, learchabie-
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
Plant populations. Review the NCSD Official variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15", rows; 6-8 seed/row foot for 30" rows
and 8-1 f} seed/row foot for 36" rows. Increase the seeding rate by at least 1 Q°/6 for no -till planting.
Seeding depth should be 1-1 1 /2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally own without additions of nitrogen. However, applications of 20-30 lbs/acre
g y�
1j are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
701927 Database version 3.1 Date Printed: 02-0 1-204 8 Crop Dote Page 3 of 3

Reuuired Specifications For Animal Waste Manaimment
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly d...ose of the waste, he/she stall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
avowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Heide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prose
to flooding (see "Weather and Climate in North Carolina" for guidance).
701927 Database Version 3.1 Date Printed: 2/ 1/201 9 Specification Page t

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 saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop platted to take up released nutrients. Waste shad not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shad not be applied closer that 25 feed to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
701827 ]Database Version 3.1 Date Printed: 2/ Y /20 I $ 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 waterways that discharge directly
into water courses, and an other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdowri facilities, showers, toilets,
sinks, etc., shall not be discharged �ntv the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, eke.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leafage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan-11
which will eliminate the possibility of an illegal discharge, pollution, and
erasion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to present breakdowns, leaks, and spills. A regular
maintenance checklist should be Dept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal wage is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of a8 waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to marls the maximum
storage volume for waste storage ponds.
701827 Database Version 3.1 Date Printed: 2/1/20I8 Specification Fade 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crap sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop saes shad be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a innnum of three years.
Waste application records for all other waste shall be maintained for five
(5) years..
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
701827 Database Version 3.1 Date Printed: 2/ I /20 18 Specification Page 4

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Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: David Matthews -Nurseries
Address: 260 Billy Matthews Lane
Turkey, NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Numher (acres) Soil Tvne Slone % Cron(s)
County: Duplin
Date: 3/15/2007
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
(inches) Comments
1
4.47
NoA
<5
Row Crops
0.5
.5-1
2
4.91
NoA
<5
Row Crops
0.5
.5-1
3
5.01
NoA
<5
Row Crops
0.5
.5-1
4
6.18
NoA
<5
Row Crops
0.5
.5-1
5
5.77
AuB
<5
Bermuda
0.5
.5-1
6
4.44
AuB
<5
Bermuda
0.5
.5-1
7
3.77
AuB
<5
Bermuda
0.5
.5-1

I , "7) �1
Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Travellers
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Field Number (ft/min) (in/hr_) Width(ft_) Lenoth(ft) (feet) (Inches) at Gun(nsh at reel(nsh Pattern Comments - Acres ner mill
Now;
rag*,.)
4epf

Sheet4
TABLE 4 - Irrigation System Specifications
Travelin
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler pm
182
Operating Pressure at Pump (psi)
115.6
Design Precipitation Rate in/hr
0.31
Hose Length feet
1000
xxxxxx CX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type PTO, Engine, Electric
Engine
Pump Power Requirement h
22.3
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
2.82
Dead End
2
Tee
1.40
Gate Valve
2
45 degree bend
1.52
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name:
Kraig Westerbeek
Company:
Murphy - Brown
Address:
P.O. Box 759 Rose Hill, NC 28458
Phone:
910-289-2111
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design has been done based on 'wetted' acreage criteria for existing systems.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
Nozzle Size:
150 c�
1.48 inches 1 � D
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Saacinas
Desired Spacing (%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 67 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.31 in/hr
300 degree arc = 0.37 in/hr
220 degree arc = 0.50 in/hr
180 degree arc = 0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 2.92 fUrnin
220 degree arc = 3.51 ft/min
180 degree arc = 5.84 fUrnin
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.64 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 7
Total distance: 1700 feet
Friction Loss is figured using HazenMilliam's Equation
Friction Loss= 1.75 feet/100 feet
Max. Mainline Loss = 29.7 feet or 12.9 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
0 psi
Mainline loss:
12.9 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.5 psi
TOTAL(TDH) =
115.6 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 /Pump effeciency
Pump Description: Berkeley B3J
ep"" Pump Efficiency: 55 %
Horsepower Required: 22.3 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
2400 feet
Soil Bearing Strength:
1200 feet
End Cap:
2.0 ft2
90 degree elbow:
2.8 ft2
Tee:
1.4 ft2
45 degree elbow:
1.5 ft2
267.0 feet
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 115.6 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHA: 22
NPSHR: 7 *from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage calculations
®r
�. Pull No. Width
Length Start
Stogy
Total Acres
1 250
552
0.72
0.58
4.47
2 200
828
0.62
0.49
4.91
3 200
850
0.62
0.49
5.01
4 250
850
0.72
0.58
6.18
5 250
779
0.72
0.58
5.77
6 200
725
0.62
0.49
4.44
7 250
431
0.72
0.58
3.77

rator:HENRY CARLTON County: DUPLIN
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 11/29/94
1800. 0 feet
0
sows
( farrow to
finish)
x 1417
lbs. =
0
lbs
0
sows
( farrow to
feeder)
x 522
lbs. =
0
lbs
head
( finishing
only)
x 135
lbs. =
0
lbw
0
sows
(farrow to
wean)
x 433
lbs. =
0
lbs
2600
head
(wean to feeder)
x 30
lbs. =
78000
lbs
Describe other :
0
Total Average Live Weight =
78000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 205.0
Inside top width (feet)---------------------- 110.0
Top of dike elevation (feet) ----------------- 102.0
Bottom of lagoon elevation (feet)------------ 90.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using pri.smoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 - 3,0 39.0 3,0 199. 0 - 104.0 11. 0
AREA OF TOP
LENGTH WIDTH =
199610 104a.0 20696 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH WIDTH =
.133.0 38,0 5054 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH 4
166.0 71.0 47144 (AREA OF MIDSECTION 4)
CU. FT. = [AREA TOP (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
20696, 0 47144. 0 5054,0 1.8
Total Designed Volume Available = 133639 CU. FT.

�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
205.0 110.0 22550.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 22550.0 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 = 78000 lbs. ALW/135 lbs. ALW
1.37 gal/day 180
days
Volume = 142480 gals. or 19048.1 cubic feet
5pp,,
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
.. ...
y-���
• r ��'� V � VV U 6 i•c • f e e t ... •--- ...r.. _
f�•-_ _ volume
Oium `
.�..% • .. S. _- -_ .fiiw..�6- � .. . �.idi.���.�t."�.•
a^7. <'.:_ _ -
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 = 13154.2 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 14093.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet '
5B.
0
cubic
feet
5C.
13154
cubic
feet
5D.
14094
cubic
feet
TOTAL 46 296 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
: � ►' .= - ; � hour '• .� f .�.__________________�- 7. 5 inches
:-�================> 1.0 feet
Freeboard___________________
Side slopes============================--===> 3.0 1
Inside top length===========================> 205.0 feet
Inside top width==__________________________> .110.0 feet
Top of dike elevation=======================> 1020 feet
Bottom -of lagoon elevation==================> 90.0 feet
Total required volume=======================> 124296 cu. ft. •�
Actual design volume-----=----============--> 133639 cu. ft
Seasonal high watertable elevation (SHWT)===> 97.0 feet
Stop pumping elev.--------------------------> 98.3 feet
--------- ----------- ----
Must be > or = to the SHWT elev. = = = = = = = = = = > 97.0 feet
Must be > or = to min. req. treatment el. => 96. 0* feet
Required minim;, mf t . - -
Volume at stop pumping elevation============> 84150 cu. ft.
Start pumping elev =---- -----------_-----_-> 100.2 feet
Must b`e at bottom bf freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainf all = => 119545 cu. ft.
Volume at start pumping elevation===========> 117658 cu. ft.
Required volume to -be -;pumped================> 32202 cu. ft.
Actual volume planned to be pumped==========> 33508 cu. ft. •�
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY: `
DATE: DATE: 1z 4Pq
MOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION AND MAIN SHEET 1 OF 2
MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water- added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of Waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
.tenter , pivot, - g nc, a: -Id gun i-rrigatlon. Care should - b-e -
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
I. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 100.2 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 58.3 This temporary
storage, less 25 yr- 24 hr storm, contains 32202 cubic feet or
240873 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed .
to maintain a vigorous stand.
b. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
-residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthf ill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The f ill
shall be 'brought up in approximately horizontal layers not to exceed 9
r111 inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embarkment of the lagoon shall be
installed using the more is pad %iluus materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with -an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction- -of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to.prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
------ -------------------------------------------------
MOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN,LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backf i l led
as specified to grade with a SCS approved material (le* - CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION -IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used f or the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsf oot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical dross section in the plans. The final depth of the
cutoff trench shall be -determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on. areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as

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

LAGOON SITE SOILS INVESTIGATION
PROJECT: yCARS%cam COUNTY:
FIELD INVESTIGATION BY: /l 0 DATE: ia�y�jy
SITE SKETCH
t
O
19
oz� r oto, j-
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BORING
DEPTH Vff
3'- T5
BORING NUMBER AND PROFILE
Gu,. SA�p
Gca S Nw C.A.
reA7 SANOY I.LA4
LBORING / SAMPLING METHOD: gRKo� SIGNATURE:

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WS Matthews - Farm #3
AWS310680
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

WS Matthews - Farm #3 AWS310680
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

WS Matthews - Farm #3 AWS310680
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
3

WS Matthews - Farm #3 AWS310680
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:
1. 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.
7. 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.
4

WS Matthews - Farm #3
AWS310680
• 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

WS Matthews - farm #3
AWS310680
• 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.

WS Matthews - Farm #3
AWS310680
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.

WS Matthews - Farm #3 AWS310680
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 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.

WS Matthews - Farm #3 AWS310680
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 / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask 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:
b. Contractors Address:
c. Contractors Phone:
Agriment Services, Inc.
PO Box 1096, Beulaville, NC 28518
[phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
9

WS Matthews - Farm #3
AWS310680
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
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).
Feed 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

WS Matthews - Farm #3
AWS310680
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 (vJ 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.
I
(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
11

WS Matthews -Farm #3
Swine Farm Waste Management - Odor Control Checklist
Permit No.: AWS310680
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
♦ Flush tanks
❑Install flush tank covers
♦ Odorous Gases
QQ Flush pits at least 4 times per day
♦ Partial microbial
❑Empty pits at least once every 7 days
decomposition
❑Underfloor flush with pit ventilation
♦ Agitation of wastes
❑Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia
❑Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BMPs —please describe
HOUSE / BARN - FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily
N Install fully slotted floor system
M Install waterers over slotted floor area
FOR Install feeders at high end of solid floors
♦ Odorous Gases X Scrape manure buildup from floors and walls
0 Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation in pit
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Swine AMOC Page 2 of 6 APPROVED - 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
WS Matthews - Farm #3 1
Permit No.: AWS310680
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE /BARN —VENTILATION
♦ Dust ❑� Clean fans regularly —specify frequency
♦ Volatile/odorous gases ❑■ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs —please describe
HOUSE / BARN — FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except
When necessary to add/remove feed
❑ Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
♦ Ammonia ❑ Use feed -reduced crude protein diet
❑ Other BMPs — please describe
HOUSE / BARN — GENERAL
♦ Dust ❑ Install temperature and humidity sensors
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs — please describe
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
• Required by rule 15A NCAC 02D 1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
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Swine Farm Waste Management — Odor Control Checklist
WS Matthews - Farm #3 1
Permit No.: AWS310680
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON /WASTE STORAGE STRUCTURE
♦ Volatile Gases H Maintain proper lagoon volume
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑■ Maintain proper surface area -to -volume ratio
❑■ Use correct lagoon start-up procedures
❑ Aerate for odor control
� Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids -separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or
anaerobic digester
❑ Other BMPs —please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAW M P
♦ Wind drift ® Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy
❑■ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
• Sufficient liquid volume/depth is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• Required by rule 15A NCAC 02D .1802
• Avoid application on known weekends,
special days, or holidays/eves if possible
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Swine Farm Waste Management — Odor Control Checklist
WS Matthews - Farm #3 1
Permit No.: AWS310680
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
SLUDGE DISPOSAL
❑� Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
❑ When practical, apply waste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid -morning to
late -afternoon
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
❑ For traveling guns, use taper -ring or taper -bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs — please describe
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers • Speeds drying and prevents ponding
❑ Incorporate land -applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first, for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs — please describe
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ADDITIONAL INFORMATION
Air Management Practices Assessment Tool (AMPAT)
AHG-538-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88 — Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88 — Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet — Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies
NC NRCS Standard 359 — Waste Treatment Lagoon
NC NRCS Standard 380 — Windbreak/Shelterbelt Establishment
NC NRCS Standard 422 — Hedgerow Planting
NC NRCS Standard 442 — Sprinkler System
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings
Options for Managing Odor: A Report from the Swine Odor Task Force
AVAILABLE FROM:
www.extension.iastate.edu/ampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
Florida Cooperative Extension Service
NC State University
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Swine Farm Waste Management — Odor Control Checklist
INSTRUCTIONS FOR USE
WS Matthews - Farm #3
Permit No.: AWS310680
D te: 2/19/2,024
Owner Signature: � G
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre -selected are required.
♦ Add any site -specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production
♦ Improper drainage
❑■ Maintain vegetative or wooded buffers at or • Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
0 Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
0 Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs — please describe
MORTALITY MANAGEMENT
♦ Carcass OM Dispose of mortality using method approved
Decomposition by NCDA&CS State Veterinarian. Manage
According to CAWMP (Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑Use incinerators with secondary burners for
complete combustion.
❑ Other BMPs —please describe
• Required by statute and permit
• May require third party input/approval
• Reduce odors by complete incineration
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3 1---
& ft)
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 beat 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
136.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
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.
a � 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).
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.
A. J Z
Signature of Farm Owner/Manager
40 ' -1p
Sig Lure echnical Specialist
Date
f
Da e